B.08.02_Solicitation W912HY22B0013-Plans.pdf
PDF 7 MB Posted
- Solicitation number
- W912HY22B0013
About this file
This solicitation package includes plans and specifications for the Corpus Christi Ship Channel, La Quinta Channel maintenance dredging project in Nueces County, Texas. The solicitation seeks bids for dredging services to maintain the authorized depth of the channel, including dredging approximately 1.4 million cubic yards of material from Station 316+00 to Station 382+52.09. Dredged material will be pumped via pipeline to designated placement areas. The work area contains multiple buried pipelines that must be located and avoided by the contractor. The required completion date is November 30, 2022. The solicitation was issued by the U.S. Army Corps of Engineers Galveston District and bids are due on July 18, 2022.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04_Abstract-W912HY22B0013- Signed FINAL.pdf | ||
| Amend 001_4 Aug 22.pdf | ||
| B.08.02_Solicitation W912HY22B0013-Specs.pdf |
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Text version
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SUBSURFACE PIPELINES BEFORE THE START OF DREDGING.
7. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
GOVERNMENT.
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE
DESCRIBED IN THE SPECIFICATIONS.
ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS
BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY
TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE
THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE
UNLESS OTHERWISE NOTED. OBSTRUCTIONS VISIBLE IN
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED 2018,
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL
CHANNEL SIDE SLOPES.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT
UPON REQUEST IN WRITING.
AVAILABLE) WILL BE FURNISHED TO THE CONTRACTOR
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF
SURVEY FEET.
TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH ZONE, U.S.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED
WATER DATUM (MLLW), UNLESS OTHERWISE NOTED.
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW
GENERAL NOTES
PLAN LEGEND
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTION
DREDGE PIPELINE ROUTE
EXISTING DIKE
WEIR SPILLWAY
DROP OUTLET STRUCTURE
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUND
DISCHARGE CORRIDOR
C .S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
LOCATION OF PERMIT/PIPELINE CROSSING
NEW DIKE TO BE BUILT
TO BE USED
PLACEMENT AREA
OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
HORIZONTAL CONTROL POINT
TIDE STAFF
SURVEY NOTES
5. RESPONSIBLE SURVEYOR - D. JOHNSON
4. DISTANCE ARE IN U.S. SURVEY FEET.
LA QUINTA SHIP CHANNEL - MAY 2022
JEWEL FULTON CANAL - FEB 2022
3. CONDITIONS SURVEYS AS:
MEAN LOWER LOW WATER (MLLW).
2. ELEVATIONS ARE REFERENCED TO
TOWARDS INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING
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(SCHEDULE 1
)SECTION NO.4
(SCHEDULE 1)
SECTION NO.3
C .S . C .S
C .S
C .S
C .S
C .S
C .S
C .S .3
C .S
C .S
C .S
TIDE STAFF GREEN 21
CORRIDOR
DISCHARGE
AREA
AVOIDANCE
SEAGRASS
T=676.41'
L=1332.77'
R=3164.11'
Y=17210498.71
X=1379890.46
CURVE NO. 3
P.I. STA. 345+77.72
P .T S
T A .5
P .C S
T A .3
P .T S
T A .0
P .I S
T A .7
S T
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A
A
A
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.0
( NOT AVAILABLE THIS CONTRACT )
BUS NO. 6
STA. 382+52.09
OF DREDGING
NORTHERN LIMIT
1-10" PIPELINE
SOUTH CROSS
STA. 310+34±
1-7" PIPELINE
ROYAL PRODUCTION
STA. 321+19±
1-3.5" PIPELINE
CROSSTEX
STA. 339+00±
Y=17209289.78
X=1380847.33
BASELINE
SEAGRASS SURVEY
SABCO 1-4" PIPELINE
CROSSTEX 1-16" PIPELINE
STA. 346+34±
1-3.5" PIPELINE
CROSSTEX
STA. 339+00±
Y=17206991.41
X=1381830.93
BASELINE
SEAGRASS SURVEY
BOUNDARY LIMITS
APPROXIMATE
SEAGRASS SURVEY
N
SCALE IN FEET
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,3
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SECTION NO. 2
C .S
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(OPTION NO. 1)
SECTION NO.1
C .S
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P .T S
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PERMIT NO. 14114(05)/797
STA. 80+35.06
N
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0 500 1,000 1,500
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PLACEMENT AREA NO. 13
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BUS CQ
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SCALE IN FEET
0 1,000 2,000 3,000
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APPROX.LOCATION OF
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,5
Y
,1
,0
Y
,1
,5
Y
,2
,0
Y
,2
,5
Y
,2
,0
Y
,2
,5
Y
,2
,0
Y
1,375,000
X=
1,377,500
X=
1,380,000
X=
1,382,500
X=
1,385,000
X=
1,387,500
X=
1,390,000
X=
1,400,000
X=
1,397,500
X=
1,395,000
X=
1,392,500
X=
1,390,000
X=
1,387,500
X=
1,385,000
X=
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
A
M
/2 /2
N U
E C
E S
-8 C o rp u s -C h ri s ti
\0
-0
F
Y -2
L a Q u in ta C h a n n e l
D re d g in g
\0
-0
C
-3 .d g n
185'185'
370'
150'150'
300'
150'150'
300'
A
S M
IT
H
(O P
T
IO
N N
O
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
C-301
J
L U
G O
A
S M
E C
E S
-0
E E
L
IZ
O N
D O
CHANNEL
-60
-50
-40
-30
0 50 100 150 200 250 300-50-100-150-200-250-300
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
0 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300 0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-3000 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300 0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
®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
D R
A F
T
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
T
E X
A S
L A
Q U
IN
T
A M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
P
IP
E L
IN
E
D R
E D
G
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
G F
IL
E
N O
W
H Y
B
J U
L Y
A N
S I
D
SHEET ID
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
N
C
H A
P A
R R
A L
S T
C O
R P
U S
C H
R
IS
T I, T E
X A
S
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
60+00
70+00
80+00
90+00
100+00 150+00
140+00
130+00
120+00
110+00
(OPTION NO. 1) (OPTION NO. 1)
(OPTION NO. 1)(OPTION NO. 1)
(OPTION NO. 1) (OPTION NO. 1)
(OPTION NO. 1)(OPTION NO. 1)
(OPTION NO. 1) (OPTION NO. 1)
( END OF TRANSITION )
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
A
M
/2 /2
N U
E C
E S
-8 C o rp u s -C h ri s ti
\0
-0
F
Y -2
L a Q u in ta C h a n n e l
D re d g in g
\0
-0
C
-3 .d g n
150'250'
150'150'
300'
150'250'
400'
150'150'
300'
150'250' 150'250'
400'
A
S M
IT
H
S T
A
T
O S
T A
.0
S T
A
T
O S
T A
O P
T
IO
N N
O
C R
O S
S S
E C
T
IO
N S
C-302
J
L U
G O
A
S M
E C
E S
-0
E E
L
IZ
O N
D O
CHANNEL
-60
-50
-40
-30
0 50 100 150 200 250 300-50-100-150-200-250-300
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
-60
-50
-40
-30
<-- GREEN - RED --->
0 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300
0 50 100 150 200 250 300-50-100-150-200-250-300 0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
0 50 100 150 200 250-50-100-150-200-250-300
XSEC-2
1"=50'SCALE:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
®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
D R
A F
T
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
T
E X
A S
L A
Q U
IN
T
A M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
P
IP
E L
IN
E
D R
E D
G
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
G F
IL
E
N O
W
H Y
B
J U
L Y
A N
S I
D
SHEET ID
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
N
C
H A
P A
R R
A L
S T
C O
R P
U S
C H
R
IS
T I, T E
X A
S
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
160+00
180+00
362+05.09
360+00
350+00
340+00
330+00
170+00
316+00
320+00
(OPTION NO. 1)
(OPTION NO. 1)
(OPTION NO. 1)
( START TRANSITION )
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
A
M
/2 /2
N U
E C
E S
-8 C o rp u s -C h ri s ti
\0
-0
F
Y -2
L a Q u in ta C h a n n e l
D re d g in g
\0
-0
C
-3 .d g n
150'1188.5'
1338.5'
150'1250'
1400'
150'1250'
1400'
A
S M
A
T
O S
T A
.0
C R
O S
S S
E C
T
IO
N S
C-303
J
L U
G O
A
S M
E C
E S
-0
E E
L
IZ
O N
D O
CHANNEL
-60
-50
-40
-30
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
0 100 200 300-100-200-300-400-500-600-700-800-900-1000-1100-1200-1300-1400-1500
-60
-50
-40
-30
-60
-50
-40
-30
-60
-50
-40
-30
0 100 200 300-100-200-300-400-500-600-700-800-900-1000-1100-1200-1300-1400-1500
0 100 200 300-100-200-300-400-500-600-700-800-900-1000-1100-1200-1300-1400-1500
0 100 200 300-100-200-300-400-500-600-700-800-900-1000-1100-1200-1300-1400-1500
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
®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
D R
A F
T
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
T
E X
A S
L A
Q U
IN
T
A M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
P
IP
E L
IN
E
D R
E D
G
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
G F
IL
E
N O
W
H Y
B
J U
L Y
A N
S I
D
SHEET ID
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
N
C
H A
P A
R R
A L
S T
C O
R P
U S
C H
R
IS
T I, T E
X A
S
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-47' AUTH. DEPTH
CL
CL
CL
CL 2
1370+00
370+52.09
380+00
382+52.09
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:3
A
M
/2 /2
N U
E C
E S
-8 C o rp u s -C h ri s ti
\0
-0
F
Y -2
L a Q u in ta C h a n n e l
D re d g in g
\0
-0
C
-3 .d g n
50'50'
100'
50'79.25'
129.25'
50'150'
200'
50'150'
200'
50'50'
100'
A
S M
IT
H
(O P
T
IO
N N
O
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
C-304
J
L U
G O
A
S M
E C
E S
-0
E E
L
IZ
O N
D O
CHANNEL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
D R
A F
T
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
T
E X
A S
L A
Q U
IN
T
A M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
P
IP
E L
IN
E
D R
E D
G
L V
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T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
G F
IL
E
N O
W
H Y
B
J U
L Y
A N
S I
D
SHEET ID
C O
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U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
N
C
H A
P A
R R
A L
S T
C O
R P
U S
C H
R
IS
T I, T E
X A
S
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
0 25 50 75 100 125 150-25-50-75-100-125-150-175
-125-150-175 -100 -50-75 -25 0 25 50 75 100 125 150
-125-150-175 -100 -50-75 -25 0 25 50 75 100 125 150
-125-150-175 -100 -50-75 -25 0 25 50 75 100 125 150
-30
-20
-10
-125-150-225 -100 -50-75 -25 0 25 50 75 100 125 150
-30
-20
-10
-30
-20
-10
-30
-20
-10
-30
-20
-10
-175-200
-200-225
-200-225
-200-225
-200-225
-18' AUTH. DEPTH
-1' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-1' ADV. MAINT.
(REQD. DEPTH)
-18' AUTH. DEPTH
2.5
2.5
CL
CL
CL
CL
CL
2.5
2.5
130+00
38+83
40+00
42+83
46+83
(OPTION NO. 2)
(OPTION NO. 2)
(OPTION NO. 2)
(OPTION NO. 2)
(OPTION NO. 2)
( START TRANSITION )
| G-0 |
| 0803-0362_G-002 |
| 0803-0362_G-003 |
| C-1 |
| 0803-0362_C-101_PLAN-LA QUINTA |
| 0803-0362_C-102_PLAN-LA QUINTA |
| 0803-0362_C-103_PLAN-LA QUINTA |
| C-3 |
| 0803-0362_C-301 |
| 0803-0362_C-302 |
| 0803-0362_C-303 |
| 0803-0362_C-304 |
| 2022-07-18T17:54:03-0500 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .