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Coastal Navigation and Environmental Restoration
TOTAL
ARMY
QUALITY
e c n el le cxE fo ret n e C
F il e
M o d e l
N a m e
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BRAZ 515-71
FREEPORT, TEXAS
HURRICANE FLOOD PROTECTION
EMERGENCY EROSION REPAIRS
W912HY19B0003SOLICITATION NO.:
SWG FILE NO.:
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 AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
May 2019
G-002 of Engineers U.S. Army Corps
Galveston District
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S c a le
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C h e c k e d b y
D e s c ri p ti o n
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W912HY19B0003
SOLICITATION NO.:
M A
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C h ie f, D a m L e v e e S a fe ty
M A
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IN
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IN
D E
X O
F D
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IN
G S A
N D
CHECKED BY USACE REPRESENTATIVES BETWEEN 26 JUNE AND 14 AUGUST 2018.
3) ALL SURVEYS; GPS RTK, HYDROGRAPHIC, AND LIDAR, WERE COMPLETED AND
1988 FEET (NAVD 88).
2) ELEVATION ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
OF 1983 TEXAS STATE PLANE SOUTH CENTRAL US SURVEY FEET (NAD 83).
1) HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM
NOTES
T Y
P
IC
A L S
E C
T
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N S
OYSTER CREEK TYPICAL ZONE 2
STA 444+30 TO 451+25
N.T.S
STA 170+00 TO 193+00
N.T.S
STA 168+00 TO 170+00
N.T.S
STA 192+00 TO 196+75
N.T.S
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LIMIT OF EXCAVATION
N.T.S
196+75 to 198+50
EL. VARIES
EL. VARIES
EL. VARIES
EL. VARIES
EL. VARIES
EL. VARIES
EL. VARIES
EL. VARIES
EXISTING GROUND
LEGEND
RIPRAP STONE
BLANKET STONE
SEMI COMPACT FILL
EXCAVATE &
EXISTING GROUND
SEMI COMPACT FILL
EXCAVATE &
BRAZOS RIVER TYPICAL ZONE 1-B
BRAZOS RIVER TYPICAL ZONE 1-A
BRAZOS RIVER TYPICAL ZONE 1-C
BRAZOS RIVER TYPICAL ZONE 1-D
1 1
LIMIT OF EXCAVATION
VARIES
RIPRAP ZONE 1
RIPRAP ZONE 1
RIPRAP ZONE 2
ASTM C33-08 NO. 1
BEDDING STONE
ASTM C33-08 NO. 2
BEDDING STONE
ASTM C33-08 NO. 1
BEDDING STONE
ASTM C33-08 NO. 1
BEDDING STONE
ASTM C33-08 NO. 1
BEDDING STONE
RIPRAP ZONE 1
RIPRAP ZONE 1
NOTES
6. ALL RIPRAP WITHIN ZONE 2 SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
5. ALL RIPRAP WITHIN ZONE 1-A,B,C, AND D SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
MAXIMUM STONE SIZES CAN FIT WITHIN THE CROSS SECTIONS.
4. GIVEN THE REQUIRED STONE GRADATION, A +12" TOLERANCE WILL BE ALLOWED TO ENSURE
OF THE EXISTING SLOPE.
STONE THAT MEETS THE SPECIFICATION REQUIREMENTS WITHOUT DISTURBING THE STABILITY
3. EXISTING RIPRAP ABOVE THE WATER LINE SHALL BE REMOVED AND REPLACED WITH RIPRAP
REQUIREMENTS DOWN TO EXISTING GROUND OR EXPOSED SUBGRADE.
2. MAINTAIN REQUIRED BEDDING STONE THICKNESS OF 6" OF STONE THAT MEETS SPECIFICATION
OF THE EXISTING GROUND CONDITION.
1. THE AREA NEEDS TO BE CLEARED OF VEGETATION AVOIDING OR MINIMIZING THE ALTERATION
C-103 of Engineers U.S. Army Corps
Galveston District
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W912HY19B0003
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6"
3'
2.5'
(SEE NOTE 4)
EXISTING RIPRAP
REMOVE AND REPLACE
6.5'
2'
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168+00-A
168+50-A
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EL. 0'
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EL. -8'
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EL. + 5.5'
EL. + 5'EL. + 4.5'
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EL. + 5'
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C-301 of Engineers U.S. Army Corps
Galveston District
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EL. -17'
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EL. -15.5'
EL. + 5'
EL. + 5'
EL. + 5'
EL. + 5'
EL. + 6'
EL. + 6'
EL. + 5'
EL. + 5.5'
C-302 of Engineers U.S. Army Corps
Galveston District
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EL. -19'
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EL. + 6'
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EL. + 6'
EL. + 6'
EL. + 5'
EL. + 5'
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C-303 of Engineers U.S. Army Corps
Galveston District
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SWG FILE NO. BRAZ 515-71
I.
D .L .P
J .D .C
B .B .C
C O
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C O
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M A
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C h ie f, D a m L e v e e S a fe ty
M A
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0 20 40 60 80 100 120 140 160 180 200 220-20-40-60
<-- OUTSIDE - INSIDE --->
.5
EL. 0'
190+00-B
191+00-B
192+00-B
193+00-C
194+00-C
195+00-C
196+00-C
196+75-D
EL. -20'
EL. -19'
EL. 0'
EL. 0'
EL. 0'
EL. 0.5'
Z O
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EL. -15.5'
EL. + 5'
EL. + 5'
EL. + 5'
EL. + 6'
EL. + 5.5'
EL. + 6'
EL. + 4.5'
EL. + 8'
C-304 of Engineers U.S. Army Corps
Galveston District
G A
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C h ie f, E n g in e e ri n g B ra n c h
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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.:
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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e
C -1
B ra z o s R iv e r
X S E
C B y
M
O D
X M
A N
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M D a te
T im e
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C A
D D p ro je c ts B
R A
Z -7
F re e p o rt H
F P E m e rg e n c y E ro s io n R e p a ir s P la n s B
R A
Z -5
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B E
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SWG FILE NO. BRAZ 515-71
I.
D .L .P
J .D .C
B .B .C
C O
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L
U .S
A R
M Y
C O
M M
A N
D
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T R
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P R
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C h ie f, D a m L e v e e S a fe ty
M A
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0 20 40 60 80 100 120 140 160 180 200 220-20-40-60
<-- OUTSIDE - INSIDE --->
197+00-D
197+25-D
198+00-D
198+50
(END OF CONSTRUCTION)
BOAT RAMP
EL. -0.5'
EL. -0.5'
EL. -2.5'
Z O
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EL. + 7.5'
EL. + 7.5'
EL. + 5.5'
C-305 of Engineers U.S. Army Corps
Galveston District
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L V
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T O
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A S
C O
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G A
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A S S
H O
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C h ie f, E n g in e e ri n g B ra n c h
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.:
J O
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P H L
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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e
C -1
B ra z o s R iv e r
X S E
C B y
M
O D
X M
A N
:3
:3
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M D a te
T im e
W
C A
D D p ro je c ts B
R A
Z -7
F re e p o rt H
F P E m e rg e n c y E ro s io n R e p a ir s P la n s B
R A
Z -5
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C O
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B E
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H O
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SWG FILE NO. BRAZ 515-71
I.
D .L .P
J .D .C
B .B .C
C O
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L
U .S
A R
M Y
C O
M M
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D
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L A
R S N Z
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P R
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N F
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A S
M A
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H E
W J
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C h ie f, D a m L e v e e S a fe ty
M A
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445+50 447+50
447+00445+00
444+50 446+50
446+00444+30
EL. 0'
EL. -4'
EL. -2'
EL. -3' EL. -3'
EL. -4'
EL. -2'
EL. -2'
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EL. + 4'
EL. + 5'
EL. + 3.5'
EL. + 4'
EL. + 4'
EL. + 4'
EL. + 4'
EL. + 4'
C-306 of Engineers U.S. Army Corps
Galveston District
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A S S
H O
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C h ie f, E n g in e e ri n g B ra n c h
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.:
J O
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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e
C -1
O y s te r
C re e k X
S E
C B y
M
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X M
A N
:3
:3
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M D a te
T im e
W
C A
D D p ro je c ts B
R A
Z -7
F re e p o rt H
F P E m e rg e n c y E ro s io n R e p a ir s P la n s B
R A
Z -5
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C O
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C T -P
L A
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B E
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H O
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SWG FILE NO. BRAZ 515-71
I.
D .L .P
J .D .C
B .B .C
C O
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C O
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A S
M A
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H E
W J
H U
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C h ie f, D a m L e v e e S a fe ty
M A
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<-- OUTSIDE - INSIDE --->
451+25449+50
449+00 451+00
448+50 450+50
450+00448+00
EL. -2'
EL. -3.5'
EL. -1'
EL. -2.5'
EL. -4'
EL. -3'
EL. -1'
EL. -3.5'
Z O
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E K C
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S S S
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EL. + 3'
EL. + 3'
EL. + 3'
EL. + 4.5'
EL. + 4'
EL. + 0.5'
C-307 of Engineers U.S. Army Corps
Galveston District
G A
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A S
C O
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G A
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A S S
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C h ie f, E n g in e e ri n g B ra n c h
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.:
J O
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P H L
K
IN
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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e
C -1
O y s te r
C re e k X
S E
C B y
M
O D
X M
A N
:3
:3
A
M D a te
T im e
W
C A
D D p ro je c ts B
R A
Z -7
F re e p o rt H
F P E m e rg e n c y E ro s io n R e p a ir s P la n s B
R A
Z -5
-7
C O
N T
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C T -P
L A
N S .d
B E
R T C T
H O
M A
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SWG FILE NO. BRAZ 515-71
I.
D .L .P
J .D .C
B .B .C
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
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A R
E D U
N D
E R T
H E D
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F
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C Y E
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U R
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L O
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A S
M A
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H E
W J
H U
N N P .E
C h ie f, D a m L e v e e S a fe ty
M A
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| W912HY19B0003-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 INDEX OF DRAWINGS AND CONTROL TABLES |
| G-003 LOCATION PLAN |
| CIVIL-SITE |
| C-101 BRAZOS RIVER PLAN |
| C-102 OYSTER CREEK PLAN |
| C-103 TYPICAL SECTIONS |
| C-104 BRAZOS RIVER CROSS SECTIONS STA. 168+00 TO STA. 173+00 ZONE 1 |
| C-105 BRAZOS RIVER CROSS SECTIONS STA. 174+00 TO STA. 181+00 ZONE 1 |
| C-106 BRAZOS RIVER CROSS SECTIONS STA. 182+00 TO STA. 189+00 ZONE 1 |
| C-107 BRAZOS RIVER CROSS SECTIONS STA. 190+00 TO STA. 196+75 ZONE 1 |
| C-108 BRAZOS RIVER CROSS SECTIONS STA. 197+00 TO STA. 198+50 ZONE 1 |
| C-109 OYSTER CREEK CROSS SECTIONS STA. 444+30 TO STA. 447+50 ZONE 2 |
| C-110 OYSTER CREEK CROSS SECTIONS STA. 448+00 TO STA. 451+25 ZONE 2 |
| 2019-05-23T12:49:13-0500 | |
| THOMAS.ROBERT.CHARLES.III.1062686924 |
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