W912HY23B0009-Plan - SIGNED - wj - 2023-03-24.pdf
PDF 8 MB Posted
- Attached to
- Brazos Island Harbor, Texas Entrance and Jetty Channels Hopper Maintenance Dredging, Cameron County Texas
- Solicitation number
- W912HY23B0009
About this file
This solicitation is for hopper dredging services at the Brazos Island Harbor entrance and jetty channels in Cameron County, Texas. The U.S. Army Corps of Engineers Galveston District is seeking dredging of approximately 500,000 cubic yards of material from the channels using a hopper dredge. The solicitation number is W912HY23B0009 and responses are due by March 2023. Award of a firm fixed price contract is anticipated in 2023. Dredging must be completed by November 2023. The scope of work involves removal of shoaled material from the federally maintained navigation channels using a hopper dredge and transporting dredged material for offshore disposal.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04_Bid Abstract -SIGNED.pdf | ||
| B.08_W912HY23B0009 Amend 0001 041423.pdf | ||
| W912HY23B0009-Specs - SIGNED - wj - 2023-03-24.pdf |
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US Army Corps of Engineers ®
GALVESTON DISTRICT
Coastal Navigation and Environmental Restoration
BRAZOS ISLAND HARBOR, TEXAS
ENTRANCE AND JETTY CHANNEL
HOPPER DREDGING
STERN LIMIT
F DREDGING
TA.4+400
SOLICITATION NO.: W912HY23B0009
CONTRACT NO.:
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ISSUE DATE:
W912HY23C
MARCH 2023
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This project was designed by the Galveston District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
WILLIE JOE HONZA, P.E.
CHIEF, ENGINEERING BRANCH
US Army Corps of Engineers®
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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
AREA.
SURVEY FEET. NAVD88 DATUM FOR BEACH PLACEMENT
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 POINTTIDE STAFF
SECTION AND DETAIL REFERENCE
DIRECTION OF SECTION
SECTION IDENTIFICATION
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IDENTIFICATION
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
C-105 C-501
A
C-105 C-501
B
5. RESPONSIBLE SURVEYOR G. REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
3.CONDITIONS SURVEYS AS DECEMBER 2022.
WATER(MLLW).
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
GENERAL SURVEY NOTES
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SECTION NO. 2
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P.I. STA. 1+514.90
CURVE NO. 1
X=1421784.50
Y=16551581.34
C .S -8
C .S -7
C .S -6
C .S -5
C .S -4
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C .S -2
C .S -1
C .S -0
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SECTION NO. 1
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EASTERN LIMIT
OF DREDGING
STA. -13+000
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C .S -1
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C .S -9
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X=1436417.810
Y=16552866.978
X=1436395.684
Y=16554895.871
X=1440996.513
Y=16555446.327
X=1441029.918
Y=16552417.497X=1435923.292
Y=16552361.528
X=1435890.262
Y=16555390.361
X=1440502.057
Y=16554940.878
X=1440524.434
Y=16552911.987
NO DISCHARGE ZONE
NO DISCHARGE ZONE
NO DISCHARGE ZONE
NO DISCHARGE ZONE
MAINTENANCE ODMDS
SCALE IN FEET
0 500 1,000 1,500
N
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X
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X
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D
G A
L V
E S
T O
N
T E
X A
S
G F
IL
E
N O
W
H Y
C
W H
Y B
F E
B R
U A
R Y
A N
S I
D
-0
C
-1
P L
A N
-B
IH
.d g n
:2
:1
A
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
R
IO
-0
C O
R P
U S
C H
R
IS
T I, T X
N
C H
A P
A R
R A
L S
T
P A
B L
O H
E R
N A
N D
E Z
P
.E
E N
G
IN
E E
R C
O N
S T
R U
C T
IO
N
D
IV
IS
IO
N
X=1430129 .32
Y=1656611 9.12
X=1427664 .27
Y=1656570 2.12
X=1425116 .02
Y=1656527 1.04
X=1431097 .27
Y=1656087 8.82
X=1428632 .22
Y=1656046 1.81
X=1426083 .67
Y=1656003 0.67
NEARSHORE BERM
BU SITE 1A
NEARSHORE BERM
BU SITE 1B
N
SCALE IN FEET
0 500 1,000 1,500
1,425,000 X=
1,427,500 X=
1,430,000 X=
1,425,000 X=
1,427,500 X=
1,430,000 X=
1,432,500 X=
,5
,0
Y
,5
,5
Y
,5
,0
Y
,5
,5
Y
,5
,5
Y
,5
,0
Y
,5
,5
Y
,5
,0
Y
GENERAL SHEET NOTES
EXERCISED.
13. DMPA NO.1 AND 2 TO BE USED IF OPTION 4 IS
BY SOUTHBOUND IN PLACEMENT AREA 1A.
NORTHBOUND IN PLACEMENT AREA 1B FOLLOWED
12. MATERIAL SHALL BE PLACE STARTING
PLACEMENT SURVEYS FOR BU SITE 1A AND 1B.
11. CONTRACTOR SHALL PERFORM PRE AND POST
SITE WITH BOUYS PRIOR TO PLACEMENT.
10. CONTRACTOR SHALL MARK EACH CORNER OF BU
GULF BLVD., PER CITY OF SPI.
ALL PEDESTRIAN BEACH ACCESS POINTS OFF OF
POINTS AND ACCESS PROVIDED OVER THE PIPE AT
9. PIPELINE SHALL BE BURIED AT VEHICLE ACCESS
PASSAGE OF EMERGENCY VEHICLES.
PIPELINE OPERATIONS AND DUNES TO ALLOW
8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN
PROFILE CONSTRUCTION TEMPLATE.
7. REFER TO SHEET ID NO. C-501 FOR BEACH
BEACH CONSTRUCTION AREA.
WHILE MAINTAINING PERIMETER BARRIER OF THE
THE PUBLIC AT ALL TIMES DURING CONSTRUCTION,
6. PROVIDE ALTERNATE ROUTE ON THE BEACH FOR
OPERATING ON THE BEACH.
TO PUBLIC OR PRIVATE PROPERTY WHILE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
ON PRIVATE PROPERTY OR WITHIN EXISTING DUNES.
5. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE
150 FT TO 0 FT OVER FINAL 300 LF.
INITIAL 300 LF AND DECREASE UNIFORMLY FROM
INCREASE UNIFORMLY FROM 0 FT TO 150 FT OVER
AT LIMITS OF CONSTRUCTION. BERM WIDTH SHALL
EXISTING BEACH TO CREATE TRANSITION AREAS
4. CONTRACTOR SHALL BLEND BEACH FILL WITH
PROCEED SOUTHWARD.
PLACEMENT SHALL BEGIN AT THE NORTH LIMIT AND
DEPENDING ON ACTUAL VOLUME DREDGED. FILL
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY VARY
2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.
1. REFER TO SHEET ID NO. G-002 FOR SURVEY CONTROL.
S M
IT
H
P
U
S
IT
E
A B
A
N D
D M
P A
N O
P L
A N
C-104
J
L U
G O
A
S M
IT
H
P
E
L
IZ
O N
D O
P
.E
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
SHEET ID
®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
B R
A Z
O S
I S
L A
N D
H A
R B
O R
T
E X
A S
E N
T R
A N
C E
A N
D J
E T
T Y
C H
A N
N E
L
H O
P P
E R
D R
E D
G
IN
G
G A
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
C
W H
Y B
F E
B R
U A
R Y
A N
S I
D
-0
C
-1
P L
A N
-B
IH
.d g n
:2
:2
A
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
R
IO
-0
C O
R P
U S
C H
R
IS
T I, T X
N
C H
A P
A R
R A
L S
T
P A
B L
O H
E R
N A
N D
E Z
P
.E
E N
G
IN
E E
R C
O N
S T
R U
C T
IO
N
D
IV
IS
IO
N
250'
300'± TAPER
(SEE NOTE 4)
PLACEMENT AREA LIMITS - DMPA NO. 2
2,400'±
300'± TAPER
(SEE NOTE 4)
X=1428311.27
Y=16578090.43
X=1425838.89
Y=16577753.44
X=1423268.60
Y=16577357.59
X=1429073.92
Y=16572839.26
X=1426599.60
Y=16572479.94
X=1424036.62
Y=16572147.04
NEARSHORE BERM
BU SITE 2A
NEARSHORE BERM
BU SITE 2B
1,422,500 X=
1,425,000 X=
1,427,500 X=
1,422,500 X=
1,425,000 X=
1,427,500 X=
1,430,000 X=
,5
,0
Y
,5
,5
Y
,5
,0
Y
,5
,5
Y
,5
,0
Y
,5
,5
Y
,5
,0
Y
,5
,5
Y
,5
,0
Y
N
SCALE IN FEET
0 500 1,000 1,500
X=1422048.022
Y=16571644.94
X=1421589.975
Y=16574609.79
LEGEND
GENERAL SHEET NOTES
SECTION AND DETAIL REFERENCE
DIRECTION OF SECTION
SECTION IDENTIFICATION
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IDENTIFICATION
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
C-104C-502
A
C-104C-502
SURVEY BASELINE
DMPA DREDGED MATERIAL PLACEMENT AREA
C-104 C-502
A
C-104 C-502
B
FOR USE.
SURVEYS FOR BU SITE 2A AND 2B, IF THAT SITE IS APPROVED
15. CONTRACTOR SHALL PERFORM PRE AND POST PLACEMENT
OFFICER PRIOR TO USE.
FOR USE AND MUST BE APPROVED BY THE CONTRACTING
14. NEARSHORE BERM SITE 2A AND 2B MAY BE AVAILABLE
EXERCISED.
13. DMPA NO. 1 AND 2 TO BE USED IF OPTION 4 IS
BY SOUTHBOUND IN PLACEMENT AREA 1A.
NORTHBOUND IN PLACEMENT AREA 1B FOLLOWED
12. MATERIAL SHALL BE PLACE STARTING
PLACEMENT SURVEYS FOR BU SITE 1A AND 1B.
11. CONTRACTOR SHALL PERFORM PRE AND POST
SITE WITH BOUYS PRIOR TO PLACEMENT.
10. CONTRACTOR SHALL MARK EACH CORNER OF BU
GULF BLVD., PER CITY OF SPI.
ALL PEDESTRIAN BEACH ACCESS POINTS OFF OF
POINTS AND ACCESS PROVIDED OVER THE PIPE AT
9. PIPELINE SHALL BE BURIED AT VEHICLE ACCESS
PASSAGE OF EMERGENCY VEHICLES.
PIPELINE OPERATIONS AND DUNES TO ALLOW
8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN
PROFILE CONSTRUCTION TEMPLATE.
7. REFER TO SHEET ID NO. C-501 FOR BEACH
BEACH CONSTRUCTION AREA.
WHILE MAINTAINING PERIMETER BARRIER OF THE
THE PUBLIC AT ALL TIMES DURING CONSTRUCTION,
6. PROVIDE ALTERNATE ROUTE ON THE BEACH FOR
OPERATING ON THE BEACH.
TO PUBLIC OR PRIVATE PROPERTY WHILE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
ON PRIVATE PROPERTY OR WITHIN EXISTING DUNES.
5. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE
150 FT TO 0 FT OVER FINAL 300 LF.
INITIAL 300 LF AND DECREASE UNIFORMLY FROM
INCREASE UNIFORMLY FROM 0 FT TO 150 FT OVER
AT LIMITS OF CONSTRUCTION. BERM WIDTH SHALL
EXISTING BEACH TO CREATE TRANSITION AREAS
4. CONTRACTOR SHALL BLEND BEACH FILL WITH
PROCEED SOUTHWARD.
PLACEMENT SHALL BEGIN AT THE NORTH LIMIT AND
DEPENDING ON ACTUAL VOLUME DREDGED. FILL
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY VARY
2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.
1. REFER TO SHEET ID NO. G-002 FOR SURVEY CONTROL.
(SEE NOTE 4)
300'± TAPER
(SEE NOTE 4)
300'± TAPER
900'±
PLACEMENT AREA LIMITS - DMPA NO. 1
C.S. -2+000
S M
IT
H
P
D M
P A
N O
P L
A N
C-105
J
L U
G O
A
S M
IT
H
P
E
L
IZ
O N
D O
P
.E
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
SHEET ID
®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
B R
A Z
O S
I S
L A
N D
H A
R B
O R
T
E X
A S
E N
T R
A N
C E
A N
D J
E T
T Y
C H
A N
N E
L
H O
P P
E R
D R
E D
G
IN
G
G A
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
C
W H
Y B
F E
B R
U A
R Y
A N
S I
D
-0
C
-1
P L
A N
-B
IH
.d g n
:2
:3
A
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
R
IO
-0
C O
R P
U S
C H
R
IS
T I, T X
N
C H
A P
A R
R A
L S
T
P A
B L
O H
E R
N A
N D
E Z
P
.E
E N
G
IN
E E
R C
O N
S T
R U
C T
IO
N
D
IV
IS
IO
N
300'
SCALE IN FEET
0 200 400 600
1,427,500
X=
1,425,000
X=
,5
,5
Y
,5
,0
Y
,5
,0
Y
,5
,5
Y
1,425,000
X=
N
LEGEND
GENERAL SHEET NOTES
SECTION AND DETAIL REFERENCE
DIRECTION OF SECTION
SECTION IDENTIFICATION
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IDENTIFICATION
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
Y=16553021.4838
X=1425729.6651
Y=16554434.3138
X=1425225.6951
,S
P I
N O
A A -S
E N
T
IN
L
C-105 C-501
SURVEY BASELINE
DMPA
GULF BLVD., PER CITY OF SPI.
ALL PEDESTRIAN BEACH ACCESS POINTS OFF OF
POINTS AND ACCESS PROVIDED OVER THE PIPE AT
9. PIPELINE SHALL BE BURIED AT VEHICLE ACCESS
PASSAGE OF EMERGENCY VEHICLES.
PIPELINE OPERATIONS AND DUNES TO ALLOW
8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN
PROFILE CONSTRUCTION TEMPLATE.
7. REFER TO SHEET ID NO. C-501 FOR BEACH
BEACH CONSTRUCTION AREA.
WHILE MAINTAINING PERIMETER BARRIER OF THE
THE PUBLIC AT ALL TIMES DURING CONSTRUCTION,
6. PROVIDE ALTERNATE ROUTE ON THE BEACH FOR
OPERATING ON THE BEACH.
TO PUBLIC OR PRIVATE PROPERTY WHILE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
ON PRIVATE PROPERTY OR WITHIN EXISTING DUNES.
5. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE
150 FT TO 0 FT OVER FINAL 300 LF.
INITIAL 300 LF AND DECREASE UNIFORMLY FROM
INCREASE UNIFORMLY FROM 0 FT TO 150 FT OVER
AT LIMITS OF CONSTRUCTION. BERM WIDTH SHALL
EXISTING BEACH TO CREATE TRANSITION AREAS
4. CONTRACTOR SHALL BLEND BEACH FILL WITH
PROCEED SOUTHWARD.
PLACEMENT SHALL BEGIN AT THE NORTH LIMIT AND
DEPENDING ON ACTUAL VOLUME DREDGED. FILL
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY VARY
2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.
1. REFER TO SHEET ID NO. G-002 FOR SURVEY CONTROL.
DREDGED MATERIAL PLACEMENT AREA
C-105 C-501
A
150'150'
300'
150150
S M
IT
H
P
A
-1 to
T
A
-4
C R
O S
S S
E C
T
IO
N S
C-301
J
L U
G O
A
S M
IT
H
P
E
L
IZ
O N
D O
P
.E
CHANNEL
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250-50-100-150-200-250
<-- GREEN - RED --->
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
<-- GREEN - RED --->
0 50 100 150 200 250-50-100-150-200-250
0 50 100 150 200 250-50-100-150-200-250 0 50 100 150 200 250-50-100-150-200-250
0 50 100 150 200 250-50-100-150-200-250
0 50 100 150 200 250-50-100-150-200-2500 50 100 150 200 250-50-100-150-200-250
0 50 100 150 200 250-50-100-150-200-250 0 50 100 150 200 250-50-100-150-200-250
0 50 100 150 200 250-50-100-150-200-250
-50
-40
-30
-50
-40
-30
-50
-40
-30
-50
-40
-30
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
SHEET ID
®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
B R
A Z
O S
I S
L A
N D
H A
R B
O R
T
E X
A S
E N
T R
A N
C E
A N
D J
E T
T Y
C H
A N
N E
L
H O
P P
E R
D R
E D
G
IN
G
G A
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 C
W H
Y B
F E
B R
U A
R Y
A N
S I
D
-0
C
-3 X
S E
C -B
IH
.d g n
:2
:4
A
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
R
IO
-0
C O
R P
U S
C H
R
IS
T I, T X
N
C H
A P
A R
R A
L S
T
P A
B L
O H
E R
N A
N D
E Z
P
.E
E N
G
IN
E E
R C
O N
S T
R U
C T
IO
N
D
IV
IS
IO
N
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-44' AUTH. DEPTH
-13+000
-12+000
-11+000
-10+000 -5+000
-6+000
-7+000
-8+000
-9+000
1-4+000
-2' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-44' AUTH. DEPTH
-2' ALLOWABLE
OVERDEPTH
-4' ADV. MAINT.
(REQD. DEPTH)
-42' AUTH. DEPTH
-4' ADV. MAINT.
(REQD. DEPTH)
-42' AUTH. DEPTH
-2' ALLOWABLE
OVERDEPTH
CL
CL
CL
CL
CL CL
CL
CL
CL
150'163.1'
313.1'
150'150'
300'
150'150'
300'
150'250'
400'
125'125'
250'
125'125'
250'
S M
IT
H
P
A -3 t o S
T A
C R
O S
S S
E C
T
IO
N S
C-302
J
L U
G O
A
S M
IT
H
P
E
L
IZ
O N
D O
P
.E
CHANNEL
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250 300-50-100-150-200-250-300
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
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
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250 300-50-100-150-200-250-300
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250 300-50-100-150-200-250-300
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250 300-50-100-150-200-250-300
-60
-50
-40
-30
E L
E V
A T
IO
N
I N
U .S
F
E E
T
0 50 100 150 200 250 300-50-100-150-200-250-300
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED ---> <-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
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-3+000
-2+000
-1+000
0+000
-4' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-42' AUTH. DEPTH
-4' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-42' AUTH. DEPTH
2+400
3+000
4+000
4+400 1
NO DREDGING BETWEEN STA. 0+000 AND STA, 2+400
11 1
-42' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-1' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-1' ALLOWABLE
OVERDEPTH
-42' AUTH. DEPTH
CL
CL
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®of Engineers
US Army Corps
U .S
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A
BTYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)
TYPICAL SECTION - BEACH PLACEMENT AREA
900800700
WATER SURFACE (VARIES)
600500400
DISTANCE ACROSS SHORE, FT.
40±
2001000
-10
-5
BERM (VARIES)
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
ELEV. +4.0'
25±
-5
-10
0 100 200 300 400 500
DISTANCE ACROSS SHORE, FT.
600 700 800
WATER SURFACE (VARIES)
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
25±
ELEV. +4.0'
40±
150'± BERM
MATCH EXISTING
GRADE AT ELEV. +4' ±
900800700
WATER SURFACE (VARIES)
600500400
DISTANCE ACROSS SHORE, FT.
40±
2001000
-10
-5
BERM (VARIES)
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
ELEV. +4.0'
25±
-5
-10
0 100 200 300 400 500
DISTANCE ACROSS SHORE, FT.
600 700 800
WATER SURFACE (VARIES)
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
25±
ELEV. +4.0'
40±
150'± BERM
MATCH EXISTING
GRADE AT ELEV. +4' ±
MATCH EXISTING
GRADE AT ELEV. +4' ±
900800700
WATER SURFACE (VARIES)
600500400
DISTANCE ACROSS SHORE, FT.
40±
2001000
-10
-5
BERM (VARIES)
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
ELEV. +4.0'
25±
-5
-10
0 100 200 300 400 500
DISTANCE ACROSS SHORE, FT.
600 700 800
WATER SURFACE (VARIES)
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
25±
ELEV. +4.0'
40±
150'± BERM
MATCH EXISTING
GRADE AT ELEV. +4' ±
MATCH EXISTING
GRADE AT ELEV. +4' ±
150'± BERM
BERM (VARIES)
SCALE IN FEET
0 50 100 150
SECTION AND DETAIL REFERENCE
DIRECTION OF SECTION
SECTION IDENTIFICATION
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
PRIOR TO BID TO DETERMINE LATEST SITE CONDITIONS.
RESPONSIBLE FOR PERFORMING NECESSARY SITE VISITS
ARE APROXIMATE. THE CONTRACTOR SHALL BE
3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN
NECESSARY TO ARCHIVE THIS GOAL.
BERM WIDTH AND GRADING SHALL BE ALTERED AS
150' WIDE BEACH SPACE AT APROXIMATELY +4' NAVD88.
2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO PROVIDE A
1. REFER TO NOTES ON SHEET ID NO. C-105
NOTE
LEGEND:
BEACH FILL
APPROXIMATE EXISTING BEACH PROFILE
BEACH PROFILE CONSTRUCTION TEMPLATE
DETAIL IDENTIFICATION
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
C-105 C-501
C-105 C-501
C-105 C-501
A
S M
IT
H
P
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B E
A C
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C-502
J
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H
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D O
P
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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
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J
K
L
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N
P
S U
B M
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T
E D
B Y
C H
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K E
D B
Y
D R
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N B
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D E
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D B
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C O
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N O
S O
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A
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N N
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D A
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S I Z
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M A
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D E
S C
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N D
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SHEET ID
®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
B R
A Z
O S
I S
L A
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A S
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S iz e .d s c ri p t
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T I, T X
N
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P A
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F
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T (N
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A
BTYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)
TYPICAL SECTION - BEACH PLACEMENT AREA
25±
ELEV. +4.0'
40±
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
150'± BERM
MATCH EXISTING
GRADE AT ELEV. +4' ±
200100 300 400 500
DISTANCE ACROSS SHORE, FT.
600 700 800
WATER SURFACE (VARIES)
-10
-5
-5
-10
0 100 200 300 400
DISTANCE ACROSS SHORE, FT.
500 600
40±
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
25±
ELEV. +4.0'
BERM (VARIES)
MATCH EXISTING
GRADE AT ELEV. +4' ±
WATER SURFACE (VARIES)
900800700
25±
ELEV. +4.0'
40±
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
150'± BERM
MATCH EXISTING
GRADE AT ELEV. +4' ±
200100 300 400 500
DISTANCE ACROSS SHORE, FT.
600 700 800
WATER SURFACE (VARIES)
-10
-5
-5
-10
0 100 200 300 400
DISTANCE ACROSS SHORE, FT.
500 600
40±
BELOW WATER MAY VARY
ACTUAL SLOPE OF FILL
25±
ELEV. +4.0'
BERM (VARIES)
MATCH EXISTING
GRADE AT ELEV. +4' ±
WATER SURFACE (VARIES)
900800700
150'± BERM
BERM (VARIES)
SCALE IN FEET
0 50 100 150
SECTION AND DETAIL REFERENCE
DIRECTION OF SECTION
SECTION IDENTIFICATION
NO. OF SHEET ON WHICH
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NOTE
1. REFER TO NOTES ON SHEET ID NO. C-103
2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO PROVIDE A
150' WIDE BEACH SPACE AT APROXIMATELY +4' NAVD88.
BERM WIDTH AND GRADING SHALL BE ALTERED AS
NECESSARY TO ARCHIVE THIS GOAL.
3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN
ARE APROXIMATE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PERFORMING NECESSARY SITE VISITS
PRIOR TO BID TO DETERMINE LATEST SITE CONDITIONS.
LEGEND:
BEACH FILL
BEACH PROFILE CONSTRUCTION TEMPLATE
APPROXIMATE EXISTING BEACH PROFILE
DETAIL IDENTIFICATION
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
C-104 C-502
C-104 C-502
C-104 C-502
A
C-104 C-502
| G-0 |
| 0901-0271_G-001_Cover |
| 0901-0271_G-002 |
| 0901-0271_G-003 |
| C-1 |
| 0901-0271_C-101_PLAN-BIH |
| 0901-0271_C-102_PLAN-BIH |
| 0901-0271_C-103_PLAN-BIH |
| 0901-0271_C-104_PLAN-BIH |
| 0901-0271_C-105_PLAN-BIH |
| C-3 |
| 0901-0271_C-301_XSEC-BIH |
| 0901-0271_C-302_XSEC-BIH |
| C-5 |
| 0901-0271_C-501_PLAN-BIH |
| 0901-0271_C-502_PLAN-BIH |
| 2023-03-24T17:29:03-0500 | |
| HONZA.WILLIE.J.1231036136 |
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