W912HY19B0027-Plans_-_SIGNED_-_2019-07-25.pdf
PDF 4 MB Posted
- Attached to
- USACE-Brazos Island Harbor Jetty Channel
- Solicitation number
- W912HY19B0027
About this file
Signed plans.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
F il e
M o d e l
N a m e
G -0
-C o v e r
S h e e t
B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
TOTAL
ARMY
QUALITY
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0027
BRAZOS ISLAND HARBOR, TEXAS
RIO 901-266
JETTY CHANNEL AND BEACH NOURISHMENT
employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING BRANCH
WILLIE JOE HONZA, P.E.
HOPPER DREDGING
July 2019 of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
G -0
B y
M
O D
X M
A N
:1
:4
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
G-002
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
BRAZOS
PADRE ISLAND
GREEN MARK 1
SPICC 1
THM
NAVD88 EL.=2.39
Y=16,554,516.490
X=1,422,507.440
PID NO. DP0738
(S. Padre Island CGS) TCOON
877 9748 SPICGS 003
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTION
DREDGE PIPELINE ROUTE
EXISTING DIKE
WEIR SPILLWAY
DROP OUTLET STRUCTURE
TIDE STAFF
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUND
COMBO
REDGREEN
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
CHANNEL MARKER BEACON:
LIGHT BEACON
RANGE TOWER AND RANGE
SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION
LIMITS OF RIPRAP
PLAN LEGEND
GENERAL NOTES
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
AREA, AS DESCRIBED IN THE SPECIFICATIONS.
SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK
THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT
VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
SLOPES.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH(-CENTRAL) ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
(MLLW), UNLESS SPECIFIED.
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
STA. 0+000
OF DREDGING
WESTERLY LIMIT
STA. -13+000
OF DREDGING
EASTERLY LIMIT
SCALE IN FEET
0 2,000 4,000 6,000
PLAN
TIDE STAFF
GREEN MARK 1
TIDE STAFF
GREEN MARK 9
L O
C A
T
IO
N P
L A
N A
N D V
IC
IN
IT
Y M
A P
SCALE OF MILES
10 10 20
ARANSAS
NATIONAL
WILDLIFE
REFUGE
S A
N J
O S E I S L
CORPUS
CHRISTI
INGLESIDE
ARANSAS
PASS
ROCKPORT
PORT
ARANSAS
M
ATAG
O
RDA
IS
LAND
SEADRIFT
O'CONNOR
PORT
MATAGORDA
PENI
NSULA
MATAGORDA
BEACH
MAGNOLIA
VICTORIA
RIVER
P A
D R
E
IS
L
A N
D
HARLINGEN
PORT ISABEL
IS
L
A N
D
P A
D R
M E X I C O
M U S T
A N
G I S L A
N D
RAYMONDVILLE
PORT
MANSFEILD
KINGSVILLE
G
ULF
O
F M
EXI
CO
RIO GRANDE
A R
R O
Y O
COLORADO
W A
T E
R W
A Y
IN
T
R A
C O
A S
T A
L
L A
G U
N A
M
D R
E
G U
L F
BAFFIN BAY
L A
G U
N A M
A D
R E
G U
L F I
N T
R A
C O
A S
T A
L W
A T E
R W
A Y
BAY
CORPUS
BAY
NUECES
RIVER
BAY
COPANO
N U
E C
E S
A R
A N S
A S
MISS
ION
R
IV
E R
BLANCO
C R
EEK
B A Y
S A N A
N
TO
N
IO
ES
PI
RI
TU
SANTO
BAY
RIVER
ANTONIO
SAN
R
IV
E R
G U
A D
A L U P E
L A
V A
C A
B
A Y
MATAGORDA B
AY
EAST
MATAGORDA BAY
LOCATION
PROJECT
C-101
C -1
C -1
SITES (ODMDS)
MATERIAL DISPOSAL
LIMITS OF OCEAN DREDGED
(ODMDS)
NO DISCHARGE ZONE
B U S
IT
E
A R
S H
O R
E B
E R
M
B U S
IT
E
B
A R
S H
O R
E B
E R
M
C -1
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
G -0
B y
M
O D
X M
A N
:0
:2
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
G-003
A N
D C
O N
T R
O L T
A B
L E
S C
H A
N N
E L A
L
IG
N M
E N
T D
A T
A
IN
D
E X O
F D
R A
W
IN
G S
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:5
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-101
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
150'
150'
300'
250'
150'
400'
S T
A .0
D
P T
H /S
L O
P E C
H A
N G
E
-1
-1
-1
-1
-9
-8
-7
-6
-5
-4
-3
-2
-1
P .I S
T A .9
S T
A -1
T
A -0
A
A
877 9748 SPICGS 003
(S. Padre Island CGS) TCOON
PID NO. DP0738
X=1,422,507.440
Y=16,554,516.490
NAVD88 EL.=2.39
PLACEM
ENT
AREA
NO.
EXI
STI
NG
LE
VEE
EXI
STI
N G T
R
AI
N
IN
G
L
EVEE
PADRE
IS
LAND
GULF OF MEXICO
BRAZOS
IS
LAND
ENTRANCE CHANNEL
SECTION NO. 2
(SCHEDULE 1)
SECTION NO. 1
(SCHEDULE 1)
WESTERLY LIMIT
OF DREDGING
STA. 0+000
EASTERLY LIMIT
OF DREDGING
STA. -13+000
BRAZOS
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
PADRE ISLAND
GREEN MARK 1
S T
A -1
T
O S
T A
P L
A N
SCALE IN FEET
0 500 1,000 1,500
PLAN
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:2
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-102
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
(SEE NOTE 4)
300'± TAPER
(SEE NOTE 4)
300'± TAPER
900'±
PLACEMENT AREA LIMITS - DMPA NO. 1
B
C-102C-501
A
C-102C-501
DIRECTION OF SECTION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
SECTION AND DETAIL REFERENCE
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
SCALE IN FEET
0 80 160 240
PLAN
B E
A C
H P
L A
C E
M E
N T A
R E
A D
M P
A N
O
P L
A N
C-102 C-501
A
C-102 C-501
Y=16554434.31
X=1425225.72
Y=16553021.48
X=1425729.69
SURVEY LINE
DMPA NO. 1
17+00 16,553,021.48 1,425,729.69
2+00 16,554,434.31 1,425,225.72
STATION NORTHING EASTING
DMPA NO. 1
DMPA SURVEY LINE COORDINATES ARE AS FOLLOW
NOTE 1:
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 DRAWING NO. C-501 FOR BEACH
THE PUBLIC AT ALL TIMES DURING CONSTRUCTION.
6. PROVIDE CLEAR RIGHT-OF-WAY ON BEACH FOR
EXISTING DUNES.
OPERATE ON PRIVATE PROPERTY OR WITHIN
5. CONSTRUCTION EQUIPMENT SHALL NOT
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
LIMITS OF CONSTRUCTION. BERM WIDTH SHALL
EXISTING BEACH TO CREATE TRANSITION AREAS AT
4. CONTRACTOR SHALL BLEND BEACH FILL WITH
AND PROCEED SOUTHWARD.
FILL PLACEMENT SHALL BEGIN AT NORTH LIMIT
VARY DEPENDING ON ACTUAL VOLUME DREDGED.
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY
2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.
CONTROL.
1. REFER TO DRAWING NO. G-003 FOR SURVEY
NOTES:
CBI PROFILE LOCATION
SURVEY BASELINE
LEGEND:
10+00
DMPA
(EXISTING BRASS DISK)
DREDGED MATERIAL PLACEMENT AREA
BEACH PLACEMENT AREA
PLAN-DMPA NO. 1
150'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:3
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-103
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
(SEE NOTE 4)
300'± TAPER
(SEE NOTE 4)
300'± TAPER
PLACEMENT AREA LIMITS - DMPA NO. 5
1,900'±
SCALE IN FEET
0 150 300 450
PLAN
B A
C-502C-103C-103C-502
B E
A C
H P
L A
C E
M E
N T A
R E
A D
M P
A N
O
P L
A N
DIRECTION OF SECTION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
SECTION AND DETAIL REFERENCE
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
C-102 C-502
A
C-102 C-502
DMPA
SURVEY BASELINE
CBI PROFILE LOCATION
LEGEND:
10+00
(EXISTING BRASS DISK)
DREDGED MATERIAL PLACEMENT AREA
BEACH PLACEMENT AREA
PLAN - DMPA NO. 5
260+00 16,588,433.85 1,419,630.67
235+00 16,585,462.53 1,420,044.67
STATION NORTHING EASTING
DMPA NO. 5
DMPA SURVEY LINE COORDINATES ARE AS FOLLOW
NOTE 1:
Y=16588433.85
X=1419630.67
Y=16585462.53
X=1420044.67
SURVEY LINE
DMPA NO. 5
ACCESS POINTS OFF OF GULF BLVD., PER CITY OF SPI.
ACCESS PROVIDED OVER THE PIPE AT ALL PEDESTRIAN BEACH
9. PIPELINE SHALL BE BURIED AT VEHICLE ACCESS POINTS AND
VEHICLES.
OPERATIONS AND DUNES TO ALLOW PASSAGE OF EMERGENCY
8. MAINTAIN A 10' WIDE CLEAR PATH BETWEEN PIPELINE
CONSTRUCTION TEMPLATE.
7. REFER TO DRAWING NO. C-502 FOR BEACH PROFILE
AT ALL TIMES DURING CONSTRUCTION.
6. PROVIDE CLEAR RIGHT-OF-WAY ON BEACH FOR THE PUBLIC
PRIVATE PROPERTY OR WITHIN EXISTING DUNES.
5. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON
UNIFORMLY FROM 150 FT TO 0 FT OVER FINAL 300 LF.
FROM 0 FT TO 150 FT OVER INITIAL 300 LF AND DECREASE
CONSTRUCTION. BERM WIDTH SHALL INCREASE UNIFORMLY
BEACH TO CREATE TRANSITION AREAS AT LIMITS OF
4. CONTRACTOR SHALL BLEND BEACH FILL WITH EXISTING
SHALL BEGIN AT SOUTH LIMIT AND PROCEED NORTHWARD.
DEPENDING ON ACTUAL VOLUME DREDGED. FILL PLACEMENT
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY VARY
2. ELEVATION +4.0' NAVD88 SHOWN AS SHORELINE.
1. REFER TO DRAWING NO. G-003 FOR SURVEY CONTROL.
NOTES:
150'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:3
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-104
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
P A
D R
E
IS
L
A N
D
G U
L F
O
F
M
X
IC
O
E N
T R
A N
C E C
H A
N N
E L
B R
A Z
O S
P A
D R
E I S
L A
N D
G R
E E
N M
A R
K
S P
IC
C
T H
M
B U S
IT
E
A
B N
E A
R S
H O
R E B
E R
M P
L A
N
SCALE IN FEET
0 1,000 2,000 3,000
PLAN
BU SITE 2A
NEARSHORE BERM
BU SITE 2B
NEARSHORE BERM
Y=16572839.26
X=1429073.92
Y=16578090.43
X=1428311.27
Y=16572479.94
X=1426599.60
Y=16577753.44
X=1425838.89
Y=16572147.04
X=1424036.62
Y=16577357.59
X=1423268.60
250'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:0
:0
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-301
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
0-100-200 100 200
-50
-40
-30
-10
-20
-50
-40
-30
-20
-50
-40
-30
-20
-10
-20
-10
0-100-200 100 200 0-100-200 100 200
-13+000
-12+000
-11+000
-10+000
-9+000
-8+000
-7+000
-6+000
-5+000
150'
300'
150'
150'
300'
150'
5. RESPONSIBLE SURVEYOR - G. REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
(S C
H E
D U
L E
S T
A -1
T
O S
T A -5
C R
O S
S S
E C
T
IO
N S
-44' AUTH. DEPTH
(REQ'D DEPTH)
2' ADV. MAINT.
OVERDEPTH
2' ALLOWABLE
L C C
L C L
0-100-200 100 200 0-100-200 100 200 0-100-200 100 200
-30
-20
-50
-40
-30
-20
-10
-20
-10
-40
-30
-10
-20
-50
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
6 6
OVERDEPTH
2' ALLOWABLE
(REQ'D DEPTH)
2' ADV. MAINT.
-44' AUTH. DEPTH
STA. -13+000 (SCHEDULE 1)
EASTERLY LIMIT OF DREDGING
6 6
3. CONDITIONS SURVEYS AS MARCH 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:0
:0
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-302
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
-40
-50
-30
-20
-10
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
-40
-30
-20
-10
-50
-40
-30
-20
-10
-40
-50
-30
-20
-10
-50
0-100-200-300 100 200 300 0-100-200-300 100 200 300
0-100-200-300 100 200 300 0-100-200-300 100 200 300
0+000
-1+026
150.00'150.00'
300.00'
5. RESPONSIBLE SURVEYOR - G. REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
(S C
H E
D U
L E
S T
A -4
T
O S
T A
C R
O S
S S
E C
T
IO
-44' AUTH. DEPTH
(REQ'D DEPTH)
2' ADV. MAINT.
OVERDEPTH
2' ALLOWABLE
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
-4+000
-3+000
-2+000
-44' AUTH. DEPTH
(REQ'D DEPTH)
2' ADV. MAINT.
OVERDEPTH
2' ALLOWABLE150.00'250.00'
400.00'
150.00'150.00'
300.00'
STA. 0+000 (SCHEDULE 1)
WESTERLY LIMIT OF DREDGING
C L
C L
3. CONDITIONS SURVEYS AS MARCH 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -5
B y
M
O D
X M
A N
:0
:0
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-501
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
LEGEND:
BEACH PROFILE CONSTRUCTION TEMPLATE
APPROXIMATE EXISTING BEACH PROFILE
NOTE:
HORIZONTAL SCALE
VERTICAL SCALE
S U
R V
E Y B
A S
E L
IN
E
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
MATCH EXISTING
800700
-5
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
-10
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
-5
-10
900800
100'0 200'
10'0 20'
BEACH FILL
A
B
5' 15'
WATER SURFACE (VARIES)
WATER SURFACE (VARIES)
TYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)
TYPICAL SECTION - BEACH PLACEMENT AREA
40±
25±
40±
25±
150'± BERM
GRADE AT ELEV. +4' ±
ELEV. +4.0'
S U
R V
E Y B
A S
E L
IN
E
ELEV. +4.0'
BERM (VARIES)
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
MATCH EXISTING
GRADE AT ELEV. +4' ±
DIRECTION OF SECTION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
SECTION AND DETAIL REFERENCE
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
B E
A C
H P
L A
C E
M E
N T A
R E
A D
M P
A N
O
T Y
P
IC
A L S
E C
T
IO
N S
CONDITIONS.
VISITS PRIOR TO BID TO DETERMINE LATEST SITE
RESPONSIBLE FOR PERFORMING NECESSARY SITE
ARE APROXIMATE. THE CONTRACTOR SHALL BE
3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN
ARCHIVE THIS GOAL.
GRADING SHALL BE ALTERED AS NECESSARY TO
APROXIMATELY +4' NAVD88. BERM WIDTH AND
PROVIDE A 150' WIDE BEACH SPACE AT
2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO
1. REFER TO NOTES ON DRAWING NO. C-103
C-102 C-303
A
C-102 C-303
B
C-102 C-303
C-102 C-303
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -5
B y
M
O D
X M
A N
:0
:0
A
M D a te
T im e
W
C A
D D p ro je c ts ri o -2
B
IH
J e tt y C h a n n e l P la n s -S R
IO
-9
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0027
SOLICITATION NO.:
C-502
RIO 901-266SWG FILE NO.
J L
M
M D
G
A N
S
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
H O
P P
E R D
R E
D G
IN
G J E
T T
Y C
H A
N N
E L A
N D B
E A
C H N
O U
R
IS
H M
E N
T B
R A
Z O
S I S
L A
N D H
A R
B O
R T
E X
A S
J U
L Y
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
HORIZONTAL SCALE
VERTICAL SCALE
S U
R V
E Y B
A S
E L
IN
E
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
MATCH EXISTING
800700
-5
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
-10
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
-5
-10
900800
100'0 200'
10'0 20'
A
B
5' 15'
WATER SURFACE (VARIES)
WATER SURFACE (VARIES)
TYPICAL SECTION - BEACH PLACEMENT AREA (TAPER)
TYPICAL SECTION - BEACH PLACEMENT AREA
40±
25±
40±
25±
150'± BERM
GRADE AT ELEV. +4' ±
ELEV. +4.0'
S U
R V
E Y B
A S
E L
IN
E
ELEV. +4.0'
BERM (VARIES)
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
MATCH EXISTING
GRADE AT ELEV. +4' ±
LEGEND:
BEACH PROFILE CONSTRUCTION TEMPLATE
APPROXIMATE EXISTING BEACH PROFILE
NOTE:
BEACH FILL
DIRECTION OF SECTION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
SECTION AND DETAIL REFERENCE
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH
B E
A C
H P
L A
C E
M E
N T A
R E
A D
M P
A N
O
T Y
P
IC
A L S
E C
T
IO
N S
CONDITIONS.
VISITS PRIOR TO BID TO DETERMINE LATEST SITE
RESPONSIBLE FOR PERFORMING NECESSARY SITE
ARE APROXIMATE. THE CONTRACTOR SHALL BE
3. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN
ARCHIVE THIS GOAL.
GRADING SHALL BE ALTERED AS NECESSARY TO
APROXIMATELY +4' NAVD88. BERM WIDTH AND
PROVIDE A 150' WIDE BEACH SPACE AT
2. INTENT OF DREDGED MATERIAL PLACEMENT IS TO
1. REFER TO NOTES ON DRAWING NO. C-103
C-103 C-304
A
C-103 C-304
B
C-103 C-304
C-304C-103
| W912HY19B0027-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 LOCATION PLAN AND VICINITY MAP |
| G-003 INDEX OF DRAWINGS, CHANNEL ALIGNMENT DATA, AND CONTROL TABLES |
| CIVIL-SITE |
| C-101 PLAN - STA. -13+000 TO STA. 0+000 |
| C-102 PLAN - DMPA NO. 1 BEACH PLACEMENT AREA |
| C-103 PLAN - DMPA NO. 5 BEACH PLACEMENT AREA |
| C-104 PLAN - NEARSHORE BERM BU SITE 2A - 2B |
| C-301 CROSS SECTIONS - STA. -13+000 TO STA. -5+000 (SCHEDULE 1) |
| C-302 CROSS SECTIONS - STA. -4+000 TO STA. 0+000 (SCHEDULE 1) |
| C-501 TYPICAL SECTIONS DMPA NO. 1 BEACH PLACEMENT AREA |
| C-502 TYPICAL SECTIONS DMPA NO. 5 BEACH PLACEMENT AREA |
| 2019-07-25T17:04:49-0500 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it.