Plans_(SAM).pdf
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- Attached to
- Freshwater Bayou, Maintenance Dredging #21-1 Federal contract opportunity
- Solicitation number
- W912P822B0021
About this file
This solicitation package provides details for a maintenance dredging project on Freshwater Bayou in Vermilion Parish, Louisiana. The scope of work involves removing and disposing of material excavated from within the project limits shown on the contract drawings. The estimated value of the contract is between $1,000,000 and $5,000,000. Interested vendors are encouraged to register as interested vendors on SAM.gov by the anticipated bid opening date listed once the solicitation is issued on or around December 21, 2021. The contract will be awarded as a single award firm fixed price contract. Offerors must be registered in SAM to receive an award. The point of contact for questions is the listed contract specialist.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Signed Bid AbstractW912P822B0021.pdf | ||
| Am_0002 W912P822B0021.pdf | ||
| Am_0001 W912P822B0021.pdf | ||
| Solicitation_W912P822B0021 (SAM).pdf |
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TURNER.SARA.JE
AN.1384939208
Digitally signed by
TURNER.SARA.JEAN.1384939208
Date: 2021.07.28 12:19:57 -05'00'
BECK.DAVID.ALLEN.1245182
Digitally signed by
BECK.DAVID.ALLEN.1245182593
Date: 2021.07.28 12:49:01 -05'00'
VOSSEN.JEAN.SPADA
RO.1230829760
Digitally signed by
VOSSEN.JEAN.SPADARO.1230829760
Date: 2021.07.28 13:31:00 -05'00'
Digitally signed by
MURPHY.STEPHEN.FRANCIS.1060824
Date: 2021.08.05 22:30:32 -05'00'
PROJECT
GULF OF MEXICO
SCALE OF MILES
BATON ROUGE
N
INDEX OF DRAWINGS
DESCRIPTION
TABULATION OF GAGE(S)
DWG
LOCATION
MAINTENANCE DREDGING
LOCATION MAP, VICINITY MAP, GAGES AND INDEX OF DRAWINGS
N
V e r m i l i o n B a y
Kaplan Abbeville
V e r m i l i o n R
F la t L a k e
Lighthouse Pt.
Sou th w e s t
P a s s
B E L L E
S L E
W e e k s B a y
L
F a u s s e
I
E a s t C o t yB aeB l a n c
W e s t C o t e
B l a n c e B a y
Mound Pt.
South Pt.
DNAS L
M A R S H
WILDLIFE REFUGE AND GAME PRESERVE
RUSSELL SAGE OR MARSH ISLAND
Marone Pt.
PH.
ST. MARTIN
Shark Is.
Redfish Pt.
PAUL J. RAINEY WILD LIFE
REFUGE AND GAME PRESERVE
12000' 24000' 36000' 4800012000'
FRESHWATER BAYOU LOCK
B A
Y O
U
CANAL
SCHOONER BAYOU
CONTROL STRUCTURE
F R E S
H W
A T E
R
LELAND BOWMAN LOCK
VERMILION PH.
Indian Pt.
Avery Island
IBERIA PH.
New Iberia
DNALSP E C A N I
A R K A N S A S
SHREVEPORT
R E
D
R
IV
E R
R
IV
E R
O U
A C
H
IT
A
MONROE
R
IV
E
R VICKSBURG
M
IS
S
IS
S
IP
P I M I S S I S S I P P I
NATCHEZ
ALEXANDRIA
T E X A S
L O U I S I A N A
G U L F O F
M E X I C O
PAMYTINICIV
MORGAN CITY
L E
R N
O E A N S W
PONTCHARTRAIN
LAKE
BORGNE
LAKE
A T C
H A F
A L A
Y A
R
IV
E R
LAKE CHARLES
GULF INTRACOASTAL WATERWAY
W h i t e L a k e
I
GULF
I
NTRACOAS
TAL
W
ATE
RWAY
e
FRESHWATER BAYOU
VERMILION PARISH, LOUISIANA
L O
C A
T
IO
N M
A P
V
IC
IN
IT
Y M
A P
PROFILE AND THEORETICAL SECTIONS
PLAN
G-02
OF WORK
LOCATION
G A
G E
S A
N D I
N D
E X O
F D
R A
W
IN
G S
TYPICAL SECTIONS
COVER SHEET
CHANNEL CENTERLINE
BOTTOM EDGES OF CUT
MILE MARKER
GAS PIPELINE
OIL PIPELINE
LEGEND:
Gx
E D
G -0
.d g n
LOCK TO THE GULF
G-01
G-02
C-02
C-01
C-03
O
#21-1
DESCRIPTION
FRESHWATER BAYOU LOCK GAGE(S) - SOUTH END (76593)
LAT: 29° 37' 9.044" LONG: 92° 16' 33.693"
MOUNTED ON LOCK WALL ON SOUTH SIDE OF LOCK
GAGE IS SET M.L.G.
OR 0.0' MLLW = 1.0' M.L.G.
0.0' NAVD88 (2006.81) = 0.9' MLLW = 1.9' M.L.G
AS SHOWN BELOW,
NOTE: DATUM RELATIONSHIPS HAVE BEEN DEFINED AT THIS GAGE
/1
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A N
S I
D
S C
O T
T C
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M E
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S .A .C
NEW ORLEANS DISTRICT
S O
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N N
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F
IL
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A M
E
D W
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D B
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C A
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P L
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D A
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M A
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D E
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
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N E
W O
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N A
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J A
S O
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IN
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N P
A R
IS
H L
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IA
N A
-1
0 2000'1000'
BEACH NOURISHMENT NOTES:
N
VERMILION PARISH, LA.
GULF OF MEXICO
L
IM
IT
O
F D
R E
D G
IN
G C /L S
T A ,M
I.
.3
BOAT SLIPS
FRESHWATER CITY
C /L S
T A
M I.
.0
A P
P R
O X
IM
A T
E L
IM
IT
O
F D
R E
D G
IN
G
92°18'30"
2,970,000
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
2,979,000
92°17' 0"
2,976,000
92°17'30"
2,973,000
92°18' 0"
92°20' 0"
2,961,000
92°20'30"
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
92°20'30"
2,961,000
92°20' 0"
2,964,000
92°19'30"
2,967,000
2,973,000
92°18' 0"
2,976,000
92°17'30"
92°17' 0"
2,979,000
P L
A N
C-01
FRESH WATER BAYOU LOCK
CHANNEL CENTERLINE
BOTTOM EDGES OF CUT
MILE MARKER
GAS PIPELINE
OIL PIPELINE
LEGEND:
Gx
PREPARED FROM PHOTOS FLOWN IN 2017.
DASHED TICKS.
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NOTES:
E D -2
C -0
.d g n
O
GAGE
THE MATERIAL OUTSIDE OF THESE LIMITS WHICH IS ALLOWABLE.
DRAWING. WAVE ACTION, CURRENTS AND WIND MAY MOVE
FROM THE WATERS EDGE, WITHIN THE LIMITS SPECIFIED ON THIS
TO THE BEACH AND APPROXIMATELY 100 FEET GULFWARD
BEACH NOURISHMENT MATERIAL SHALL BE PLACED PARALLEL
AND LATERAL CONTINUITY, . THE DISCHARGE PIPE FOR
ELEVATION RANGING BETWEEN +4.5' AND +5.0' M.L.G,
RESULT, AS NEARLY AS PRACTICABLE, IN UNIFORM INITIAL
TO THE EXISTING SHORELINE IN A MANNER WHICH WILL
DISPOSAL AREA SHALL BE PLACED DIRECTLY ADJACENT
1. MATERIAL DEPOSITED INTO THE BEACH NOURISHMENT
250' AT C/L STA. 0+00
125' AT C/L STA. 5+50 TO
NOTE: CHANNEL TRANSITIONS FROM
AZIMUTHS ARE GEODETIC.
3. COORDINATES SHOWN ARE IN FEET NAD83 DATUM. ALL
AS-BUILT DRAWINGS, REFERENCED TO FEET MLG.
5. DISPOSAL AREA SURVEY ELEVATIONS TAKEN FROM MARCH 2009
RANGES, R1E,R2E AND T17S.
4. PROJECT LIMITS FALL IN THE FOLLOWING TOWNSHIP AND
EXTEND GULFWARD 2,500 FEET.
GULFWATERS EDGE/SHORELINE PRIOR TO DISPOSAL AND
2. BEFORE AND AFTER SURVEYS WILL START AT THE EXISTING
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C K
D B
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D E
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M A
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F
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D B
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C A
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D A
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M A
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D E
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N
C O
N T
R A
C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
R L E
A N
S D
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T R
IC
T
N E
W O
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A N
S L
O U
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IA
N A
H -1
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J A
S O
N B
IN
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J A
S O
N B
IN
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W P
B
W P
C X
X X
X
M A
Y
F R
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H W
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F R
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H W
A T
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M A
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D G
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V E
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N P
A R
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H L
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N A
-1
GREEN 13
RED 12
GREEN 11
RED 10
GREEN 9
RED 8
RED 6
GREEN 5
RED 4
GREEN 3
GREEN 1
-3 .0
-2 .0
-1 .0
Y= 383,767.14
X= 2,971,893.74
Y= 356,181.65
X= 2,967,076.14
AZ. 9°24'54.70"
Y= 383,767.14
X= 2,971,893.74
C/L STA. 5+50
Y= 377,415.44
X= 2,970,784.39
C/L STA. 0+00
250' AT C/L STA. 0+00
125' AT C/L STA. 5+50 TO
NOTE: CHANNEL TRANSITIONS FROM
-1 .4
.2
.4
-1 .0
.2
.5
.3
-0 .5
.0
.1
-0 .6
.3
OUTER LIMIT OF DISCHARGE LOCATION
INNER LIMIT OF DISCHARGE LOCATION
Y=376682.268
X= 2966497.477
Y=377412.156
X=2969261.694
(SEE BEACH NOURISHMENT NOTES)
DISPOSAL AREA
BEACH NOURISHMENT
-24.0' M.L.G.
4" FLOWLINE
APPROX. C/L STA. -131+12.47
SHELL/GIBSON
DEPTH UNKNOWN
8" OIL PIPELINE
(FORMERLY MERIDIAN)
ALTA MESA RESOURCES P/L
DEPTH UNKNOWN
20" GAS PIPELINE
(FORMERLY PANHANDLE)
ENERGY TRANSFER P/L
EL. -24.0' MLG
6" GAS PIPELINE
APPROX. C/L STA. -146+96.15
(FORMALLY APACHE CORP)
FIELD WOOD P/L
C/L STA. 70+00 TO C/L STA. 5+50 C/L STA. 0+00 TO C/L STA. -210+00
THEORETICAL SECTION
-10
-20
-30
62.5' 62.5'
125'
C/L
-10
-20
-30
125'
250'
C/L
125'
THEORETICAL SECTION
(N.T.S.)(N.T.S.)
E L E
V A
T
IO
N S I
N F
E E
T M
L G
E L E
V A
T
IO
N S I
N F
E E
T M
L G
E L E
V A
T
IO
N S I
N F
E E
T M
L G
E L E
V A
T
IO
N S I
N F
E E
T M
L G
C/L STA. 0+00.
4. LANDSIDE AND FLOODSIDE IS IN REFERENCE TO
5+50 TO C/L STA. 0+00
3. PROVIDE SMOOTH TRANSITION BETWEEN C/L STA.
-16.0 FEET M.L.G. WITH 1V ON 2H SIDE SLOPES
WIDTH IS 250 FEET WITH AN ELEVATION OF
2. FROM C/L STA. 0+00 TO -210+00 CHANNEL BOTTOM
OF -16.0 FEET MLG WITH 1V ON 2H SIDE SLOPES.
CHANNEL BOTTOM WIDTH IS 125 FEET WITH AN ELEVATION
1. FROM C/L STA 70+00 TO C/L STA. 5+50
NOTES:
A P
P R
O X L
IM
IT
O
F D
R E
G
IN
G
0+00
-5
-15
-20
-25
C /L S
T A
L
IM
IT
O
F D
R E
D G
IN
G
-10
-5
-15
-20
-25
-10
LANDSIDE GULFSIDE
REQUIRED GRADE -16.0 M.L.G.
FRESHWATER BAYOU PROFILE
CENTERLINE STATIONING
-10
-20
-30
80+00 60+00 40+00 20+00 -20+00 -40+00 -60+00 -80+00 -100+00 -120+00
-5
-15
-20
-25
C /L S
T A . -2
-10
-5
-15
-20
-25
-10
GULFSIDE
-120+00 -140+00 -160+00 -180+00 -200+00 -220+00
-30
-20
-10
P R
O F
IL
E A
N D T
H E
O R
E T
IC
A L S
E C
T
IO
N S
C-02
REQUIRED GRADE -16.0 MLG
E L E
V A
T
IO
N S I
N F
E E
T M
L G
E L E
V A
T
IO
N S I
N F
E E
T M
L G
-24.0' M.L.G.
4" FLOWLINE
APPROX. C/L STA. -131+12.47
SHELL/GIBSON
E D
C -0
.d g n
EL. -24.0' M.L.G.
6" GAS PIPELINE
APPROX. C/L STA. -146+96.15
FIELDWOOD P/L
CHANNEL C/L
CHANNEL C/L
TAKEN 02 MARCH 2021
CHANNEL CONDITIONS REFLECT SURVEY
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IDENTIFICATION
SHEET
D A
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A P
P R
®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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-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L STA. -175+00
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -145+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -135+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -125+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
C/L STA. -110+00
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L STA. -95+00
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -80+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -50+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -30+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 10+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 30+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 50+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
62.5' 62.5'
WEST EAST WEST EAST
WEST EAST
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0' EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0' EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
T Y
P
IC
A L S
E C
T
IO
N S
C-03
C/L STA. -205+00
C/L STA. 65+00
E D
C -0
.d g n
6. ALL ELEVATIONS SHOWN ARE IN FEET - M.L.G.
5. CROSS SECTION STATIONS SHOWN REFLECT CHANNEL CENTERLINE STATIONING.
4. CHANNEL CONDITIONS ARE REFLECTIVE OF SURVEY TAKEN 02 MARCH 2021.
TO 250' AT C/L STA. 0+00.
3. REQUIRED BOTTOM WIDTH TRANSITIONS FROM 125' AT C/L STA. 5+50
2. REQUIRED SIDE SLOPES FOR STATION 0+00 TO -210+00 ARE 1V ON 2H.
1. REQUIRED SIDE SLOPES FOR STATION 70+00 TO 5+50 ARE 1V 0N 2H.
NOTES:
/1
/2
A N
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NEW ORLEANS DISTRICT
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IDENTIFICATION
SHEET
D A
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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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| ED-21-007 Cover Sheet 21-1_G-01a |
| ED_21_007_VICINITY SHEET_G-02 |
| ED_21_007_Plan Sheet_C-01 |
| ED_21_007_Pro_Theo_C-02 |
| ED_21_007_Sections_C-03 |
File details come from the government source that posted it. Updated .