W912HY19R0004_Plans_Signed.pdf
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- W912HY19R0004
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CORPUS CHRISTI SHIP CHANNEL, TEXAS ENTRANCE CHANNEL IN NUECES AND ARANSAS COUNTIES, TEXAS
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| File | Type | Posted |
|---|---|---|
| Amend-0005_W912HY19R0004.pdf | ||
| Jetty_North_ground_only_MG_edit_dcmtd.xyz | XYZ file | |
| Amendment_A0004_W912HY19R0004_08072019.pdf | ||
| Jetty_South_ground_only_MG_edit_dcmtd.xyz | XYZ file | |
| Amend-0003_W912HY19R0004.pdf | ||
| CCSC_Jetty_Repairs_Survey_Data.zip | ZIP file | |
| Amendment_1_for_W912HY19R0004.pdf | ||
| W912HY19R0004_Specs_Signed.pdf |
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ARMY
QUALITY
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:NUECES 802-139
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19R0004
CORPUS CHRISTI SHIP CHANNEL, TEXAS
ENTRANCE CHANNEL
JETTY REPAIRS
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.July 2019
M3ECXJLK
Typewritten Text for of Engineers U.S. Army Corps
Galveston District
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W912HY19R0004
SOLICITATION NO.:
NUECES 802-139SWG FILE NO.
G-002
M A
N
S H
X
G S
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A
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IN
G S
A N
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A L N
O T
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N D
LOCATION OF PIPELINE CROSSINGS
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTIONS
NEW DIKES TO BE BUILT
DREDGE PIPELINE ROUTE
EXISTING DIKES
WEIR SPILLWAY
DROP OUTLET STRUCTURE
TIDE STAFF
HORIZONTAL CONTROL POINTS
LIGHT BEACONS
RANGE TOWERS AND RANGES
CHANNEL MARKER BEACONS:
INTERIOR DISCHARGE POINTS (ODMDS)
EXIST. DIKES TO REPAIR
EXIST. DIKES BY OTHERS
GREEN RED
COMBO
MOUNDSTO BE USED
PLACEMENT AREAS
C .S
SOIL BORING LOCATIONS CONE PENETROMETER (CPT) LOCATIONS
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
POINTS (ODMDS)
PERIMETER DISCHARGE
DISCHARGE CORRIDOR
BORROW AREA
LIMITS OF RIPRAP
PLAN LEGEND GENERAL NOTES
LOCATION, ON TOP OF ANY EXISTING STONE.
NEW STONE AT THE THICKNESS AND SIZES INDICATED FOR THAT SPECIFIC
TEMPLATE INDICATES AN EXCAVATION, DO NOT EXCAVATE, JUST PLACE
7. NO EXCAVATION TO BE PERFORMED. AT ANY LOCATION WHERE THE
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
SURVEY CONTRACTOR, DATED:AUGUST 2018.
5. LARGE SCALE AERIAL IMAGERY SOURCED FROM SURVEYS PROVIDED BY
IN THE SPECIFICATIONS.
VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED
OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT SHOULD BE MADE TO
IN THAT LOCATION AS OF THE TIME OF THE WORK, AS THOSE
OTHERWISE NOTED. OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED 2016, UNLESS
4. SMALL SCALE AERIAL IMAGERY SOURCED FROM THE NATIONAL
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
1988 (NAVD88).
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF
Galveston District
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W912HY19R0004
SOLICITATION NO.:
NUECES 802-139SWG FILE NO.
G-003
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J U
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SCALE IN FEET
0 6,000 12,000 18,000
PLAN
S O
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H P
A D
R E I S L A
N D
S T J O
S E P
H I S
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REDFIS
H B
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PELICAN
INGLESIDE
ARANSAS PASS
CORPUS CHRISTI SHIP CHANNEL
C H
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ISLAND
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ISLAND
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CORPUS CHRISTI
CORPUS CHRISTI
NAVD88 EL.=6.33
Y=17,196,592.800
X=1,445,625.210
PID NO. DP0722
(Port Aransas) TCOON
877 5237 90009 F
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ARANSAS B
AY
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GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
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IV
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R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
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SABINE
N E
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RIVER
R
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IVER
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
VICINITY MAP
LOCATION
PROJECT
C-101
GULF O
F M
EXIC
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CORPUS C
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TI B
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CORPUS C
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TI B
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NUECES
BAY
LEGEND
DIMENSION ARMOR STONE
BEDDING STONE
FOR CROSS SECTION SHEETS
of Engineers U.S. Army Corps
Galveston District
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W912HY19R0004
SOLICITATION NO.:
NUECES 802-139SWG FILE NO.
C-501
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J U
L Y
STA 34+00 TO STA. 50+00
SOUTH JETTY CHANNEL SLOPE RESTORATION
STA 50+00 TO STA. 58+00
SOUTH JETTY CHANNEL SLOPE RESTORATION
0-20-40-60-80-100
<-- CHANNEL - BEACH -->
-20
-40
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
-120-140-160-180-200-220
STA 10+50 TO STA. 34+00
SOUTH JETTY CHANNEL SLOPE RESTORATION
0-20-40-60-80-100
<-- CHANNEL - BEACH -->
-20
-40
-60
E L E
V A
T
IO
N I
N U .S F
E E
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-120-140-160-180-200-220
0-20-40-60-80-100
<-- CHANNEL - BEACH -->
-20
-40
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
-120-140-160-180-200-220-240-260-280 -80
APPLICABLE TO ALL TEMPLATES, UTILIZING THE STONE SPECIFIED
TYPICAL SECTION ADJUSTMENT TO AVOID EXCAVATION
<-- CHANNEL - BEACH -->
F O
R S
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A L L J
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T Y C
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N N
O T
E S
BEDDING LAYER FOR LAYING COVER STONE OR THE BASE OF THE CONCRETE WALKWAY
17. EXISTING SURFACE VOIDS SHALL BE FILLED WITH BLANKET OR FILLER STONE TO THE EXTENT NEEDED FOR ENSURING A LEVEL
CONSTRUCTION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO PLACEMENT OF ANY STONE AT THE SLOPE OR CROWN
16. THE CONTRACTOR SHALL PERFORM AND PROVIDE HIGH-RESOLUTION MULTI-BEAM AND SONAR SURVEYS FOR THE TOE
ARMOR STONE.
UNDERNEATH THE TOE ARMOR STONE SHALL BE CONSTRUCTED TO FACILITATE AN EVEN SURFACE FOR THE LAYING OF THE TOE
15. CONSTRUCTION OF THE TOE IS CRITICAL TOWARDS THE INTEGRITY OF THE SLOPE. THE BEDDING LAYER OF BLANKET STONE
14. ALL STONES SHALL BE PLACED ON THE SLOPE FROM THE BOTTOM UP STARTING AT THE TOE.
13. NO COVER STONE SHALL PROTRUDE OUT OF THE AS-DESIGNED TEMPLATE MORE THAN ONE FIFTH OF ITS MAJOR DIMENSION
ABOVE THE TOP OF THE STRUCTURE CAP/CONCRETE WALKWAY TO REDUCE WAVE ACTION ON THE CAP/CONCRETE WALKWAY.
12. THE TOP LINE OF COVER STONES ON BOTH THE BEACH AND CHANNEL SIDE FACES OF THE JETTY SHOULD EXTEND SLIGHTLY
FILLED WITH BLANKET OR FILLER STONE
11. ALL VOIDS BETWEEN PLACED COVER STONES AND BETWEEN PLACED COVER STONE AND EXISTING COVER STONES SHALL BE
MAY VARY AS APPROVED BY THE CONTRACTING OFFICER. DEVELOP TOE TO PROVIDE BUTTRESS FOR OVERLYING STONE.
10. THE DESIRED BELOW WATER INTERSECTION POINT BETWEEN THE EXISTING SECTION AND THE NEW STONE TIE-IN LOCATION
9. ANY SECTION OF JETTY REHAB SHALL BE CONSTRUCTED FROM ITS TOE FOUNDATION ELEVATION UP TO THE CROWN.
8. LOOSE COVER STONES SHALL BE RESET OR REPLACED.
STONES IN THE LAYER AND THE CAP.
7. PLACING EFFORTS SHALL INSURE THAT EACH COVER STONE IS FIRMLY SET AND SUPPORTED BY UNDERLYING MATERIALS AND
ADJACENT STONES.
POINTS OF CONTACT (MINIMUM) ARE REQUIRED BETWEEN A STONE AND OTHER STONES IN THE SAME LAYER, OR WITH OTHER
STONES OF THE SIZE AND SHAPE SPECIFIED. ALL COVER STONE SHALL BE FITTED, MAXIMIZING CONTACT ON ALL SIDES. THREE
6. EACH COVER STONE SHALL BE INDIVIDUALLY PLACED BY EQUIPMENT SUITABLE FOR LIFTING, MANIPULATING, AND PLACING
5. EACH COVER STONE SHALL BE PLACED WITH ITS LONGEST AXIS PERPENDICULAR TO THE JETTY SLOPE.
4. THE CONTRACTOR SHALL PERFORM PRECONSTRUCTION SURVEY TO VERIFY THE SITE CONDITIONS.
THE JETTY IS TO BE SALVAGED FOR REUSE.
3. EXISTING EMERGENT AND SUBMERGED GRANITE COVER STONE THAT HAS BEEN DISLODGED AND IS NOT AN INTEGRAL PART OF
2. RE-ARRANGE THE EXISTING STONE IF POSSIBLE ON THE PREPARED BLANKET/CORE STONE SURFACES.
1. MAKE SMOOTH ELEVATION TRANSITION BETWEEN ELEVATION RANGES.
NOTES FOR JETTIES
WALKWAY
CONCRETE
EL.+4.6'
1.5
WALKWAY
CONCRETE
EL.+4.6'EL.+4.6'
SLOPE
1.5
2.5
10'
EL.+4.6'
(WHERE APPLICABLE)
CONCRETE WALKWAY
REPOSE
10'
REPOSE
10'
REPOSE
REPOSE
(r-150, ASTM D6092)
BLANKET STONE
10'
3-STONES +/- X'
3-STONES +/- 18'
3-STONES +/- 18'
3-STONES +/- 18'
PLACEMENT TO NOT EXCEED EL. +4.6'
CROWN FOR DIMENSION ARMOR STONE
PREPARATION/EXCAVATION REQUIRED AT
EXISTING GROUND
ARMOR STONE THICKNESS
OVER EXISTING JETTY STONE
DIMENSION ARMOR STONE
2 STONES +/- 12'
2 STONES +/-12'
(r-150, ASTM D6092)
BLANKET STONE
(r-150, ASTM D6092)
BLANKET STONE
2 STONES +/-12'
(SEE TABLE ON C-502)
DIMENSION ARMOR STONE
(SEE TABLE ON C-502)
DIMENSION ARMOR STONE
T H
IC
K N
E S
S S
T O
N E
A R
M O
R
SUFFICIENT TO LEVEL FOUNDATION
BLANKET STONE UNDER ARMOR STONES
BLANKET STONE UNDER ARMOR STONES SUFFICIENT TO LEVEL FOUNDATION
SUFFICIENT TO LEVEL FOUNDATION
BLANKET STONE UNDER ARMOR STONES
(SEE TABLE ON C-502)
DIMENSION ARMOR STONE
FILL GAPS WITH DESIGNATED FILLER STONE
+/- X'
2 STOENES
FOUNDATION
SUFFICIENT TO LEVEL
ARMOR STONES
BLANKET STONE UNDER
BLANKET STONE
FOR PLACEMENT TOLERANCE.
STONE THICKNESS ABOVE TEMPLATE LINE
TEMPLATE AS INDICATED. MAXIMUM 1/2
PREPARATION WITHIN THE LIMITS OF THE
PREPARED EXISTING SLOPE OVER GRADE
ARMOR STONE TO BE PLACED ON TOP OF
PROTRUDE ABOVE DESIGN TEMPLATE.
REQUIRED SLOPE OR PORTIONS
SLOPES IF SLOPE IS FLATTER THAN THE
NO EXCAVATION TO BE PERFORMED ON
AS DESIGNED REQUIRED SLOPE.
MAXIMUM DEPTH -40'
ELEV. VARIES
MAXIMUM DEPTH -40'
ELEV. VARIES
MAXIMUM DEPTH -40'
ELEV. VARIES
MAXIMUM DEPTH -40'
ELEV. VARIES
Galveston District
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W912HY19R0004
SOLICITATION NO.:
C-502
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U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
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J
H O
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A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
STA. 15+80 TO STA. 33+50
NORTH JETTY
STA. 46+00 TO STA. 50+00
NORTH JETTY GULFSIDE
0-20-40-60-80
-20
-40
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
20 40 60 80 100
<-- BEACH - CHANNEL -->
E L E
V A
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IO
N I
N U .S F
E E
T 30
-20 -100 0-20-40-60-80 20 40 60 80 100
<-- BEACH - CHANNEL -->
STA. 50+00 TO STA. 57+00
NORTH JETTY GULFSIDE
E L E
V A
T
IO
N I
N U .S F
E E
T 30
-20 -100 0-20-40-60-80 20 40 60 80 100
<-- BEACH - CHANNEL -->
COVER STONES
FILL BETWEEN
N.T.S.
F O
R N
O R
T H J
E T
T Y R
E P
A
IR
S T
Y P
IC
A L S
E C
T
IO
N S
EL.+4.6'
EL.+4.6'
1.5
WALKWAY
CONCRETE
CONCRETE WALKWAY
(r-150, ASTM D6092)
BLANKET STONE
1.5
10'
REPOSE
EL.+4.6'
CONCRETE WALKWAY
(r-150, ASTM D6092)
BLANKET STONE
(r-150, ASTM D6092)
BLANKET STONE
2.5
110'
REPOSE
10'
REPOSE
WALKWAY
EXISTING
NEW OR
ARMOR STONES
NEW OR EXIST.
FILLER STONE, ASTM D6092 FS-3
PLACEMENT, FILL VOIDS WITH
AFTER DIMENSION ARMOR STONE
* NORTH AND SOUTH JETTIES
3 STONES +/-18'
3 STONES +/-18'
+/-12'
2 STONES
3 STONES +/-18'
+/-12'
2 STONES
+/-12'
2 STONES
(SEE TABLE ON C-502)
ARMOR STONE
DIMENSION
(SEE TABLE ON C-502)
ARMOR STONE
DIMENSION
(SEE TABLE ON C-502)
ARMOR STONE
DIMENSION
TO LEVEL FOUNDATION
ARMOR STONES SUFFICIENT
BLANKET STONE UNDER
TO LEVEL FOUNDATION
ARMOR STONES SUFFICIENT
BLANKET STONE UNDER
TO LEVEL FOUNDATION
ARMOR STONES SUFFICIENT
BLANKET STONE UNDER
MAXIMUM DEPTH -40'
ELEV. VARIES
Galveston District
G A
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U .S
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IN
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C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
W
A L K
W A
Y T
Y P
IC
A L S
B y
M
O D
X M
A N
:4
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
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H B
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A R
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W912HY19R0004
SOLICITATION NO.:
NUECES 802-139SWG FILE NO.
C-503
M A
N
S H
X
G
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A
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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
J U
L Y
NEW 6' OR 12' WIDE CONCRETE WALKWAY
N.T.S.
NEW CONCRETE WALKWAY
DEMOLISHED AND REPLACED WITH
DAMAGED CONCRETE WALKWAY TO BE
W A
L K
W A
Y R
E P
A
IR
S L
IM
IT
S O
F D
A M
A G
E D
EXISTING CONCRETE WALKWAY - PLAN
DRILL REBAR FOR EXPANSION JOINT.
SAW CUT EXISTING WALKWAY FOR REPAIRS,
DRILL REBAR FOR EXPANSION JOINT.
SAW CUT EXISTING WALKWAY FOR REPAIRS,
PLAN
N.T.S.
SECTION
1"
R CONCRETE WALKWAY
NEW 6' OR 12' WIDE CONCRETE WALKWAY
EXISTING JETTY STONES
EXISTING JETTY STONES
ASTM D6092 FS-3
CONCRETE OR FILLER STONE,
FILL GAPS WITH CRUSHED
NORTH JETTY: 4.6' EL.
SOUTH JETTY: 5.2' EL.
LIMITS OF WORK
SOUTH JETTY: STA. 16+00 TO STA. 17+30
NORTH JETTY: STA. 15+80 TO STA. 20+50
STA. 44+90 TO STA. 54+00
STA. 55+00 TO STA. 56+00
STA. 59+00 TO STA. 61+70
NEW CONCRETE WALKWAY (REPLACE EXISTING)
M
IN
INSET
SECTION
N.T.S.
SEE INSET
S A
W C
U T
/8 x
CONTROL JOINT
INSET
SECTION
N.T.S.
SEE INSET
EXPANSION JOINT
3/4 " MIN.
DOWELED EXPANSION JOINT
.5
PREFORMED EXPANSION JOINT FILLER
ISOLATION JOINT MATERIAL,
STAINLESS STEEL REBAR
1" DIA, 24" LONG 316
END OF REBAR
PAINT AND OIL ONE
INSET
SECTION
N.T.S.
SEE INSET
IMMEDIATELY AFTER FORM IS REMOVED.
APPLY CURING COMPOUND TO SLAB EDGE
BUTT JOINT
BUTT JOINT
DOWELED CONSTRUCTION JOINT
S A
W C
U T
/8 x
STAINLESS STEEL REBAR
1" DIA, 24" LONG 316
END OF REBAR
PAINT AND OIL ONE
N.T.S.
NOTE: CONTROL JOINTS WITH 1.5" DEPTH AT 20' INTERVALS FOR OVERLAY.
MIN. CLEAR COVER 3.0" (TYP.)
J E
T T
Y W
A L
K W
A Y C
O N
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A L D
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A
IL
S F
O R
8. TRANSITION FROM 6' WIDE TO 12' WIDE WALKWAY SHALL BE 3' LONG.
FOR HORIZONTAL AND VERTICAL MOVEMENT.
7. PROVIDE A FORMED VOID SPACE OR COMPRESSIBLE MATERIAL ON BOTH VERTICAL FACES WITH A THIN BOND BREAKER ON TOP AND BOTTOM SURFACES TO ALLOW
6. DOWEL BARS ARE TO BE CONFORMING STAINLESS STEEL 316.
5. MINIMUM DOWEL LENGTH 24", MINIMUM DOWEL DIAMETER 1", DOWEL SPACING CENTER-TO-CENTER 18".
4. DIAMETER OF BACKER MATERIAL ARE TO BE 1/8" WIDER THAN THE POURED WIDTH.
3. DRILL EXISTING WALKWAY ENDS AT SAWCUT FOR DOWELED EXPANSION JOINTS TO CONNECT WITH NEW WALKWAY CONSTRUCTION.
2. MAXIMUM SPACING OF EXPANSION JOINTS IS TO BE 60'. ARRANGE THE EXPANSION JOINTS TO COINCIDE WITH THE INTERVALS OF CONTRACTION JOINTS.
1. CONTRACTION JOINT INTERVALS ARE TO BE 20' MAXIMUM. SAWCUT CONTRACTION JOINTS ARE TO BE CONTINUOUS ACROSS.
NOTES:
CONCRETE
OVERLAY
EXISTING
WALKWAY
12'
FROM EDGES
TOP SURFACE, 3" IN
WIRE MESH 4" FROM
316 STAINLESS STEEL
SOUTH JETTY CONCRETE OVERLAY
STA. 10+32 TO STA. 16+00 AND
STA. 17+30 TO STA. 35+15
EQUAL)
OR APPROVED
(HILTI HIT RE500 V3
BARS, SET IN EPOXY.
STAINLESS STEEL RE
1" DIA., 15" LONG 316
1" DIA. 316 STAINLESS
STEEL REBARS
33" CTC ACROSS,
EVERY 4'
ALONG WALKWAY
INSTRUCTIONS
DIAMETER PER EPOXY MFG.
DRILL 12" DEEP FOR REBAR.
Galveston District
G A
L V
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IN
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T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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W912HY19R0004
SOLICITATION NO.:
CS-301
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
C O
R P
U S C
H R
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H
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N N
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T E
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C O
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M A
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C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
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-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-20
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-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-20
-30
-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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<-- CHANNEL - BEACH -->
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
10+50 12+00
10+32 11+50
10+00 11+00
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T Y
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O S
S S
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T
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N S
WESTERLY LIMIT OF WORK
SOUTH JETTY
STA. 10+50
Galveston District
G A
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U .S
A R
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IN
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IS
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G A
L V
E S
T O
N
A S S
H O
W N
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
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N S T x S -8
.d
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W912HY19R0004
SOLICITATION NO.:
CS-302
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
C O
R P
U S C
H R
IS
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H
IP
C
H A
N N
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A S
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
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IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
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-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
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-40
-50
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<-- CHANNEL - BEACH -->
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-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
13+50 15+00
13+00 14+50
12+50 14+00
S T
A T
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T A
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N
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
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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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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R S N Z
E T
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P R
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W912HY19R0004
SOLICITATION NO.:
CS-303
T T
Y R
E P
A
IR
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N T
R A
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E C
H A
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C O
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U S C
H R
IS
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H
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W
C O
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IO
K
M A
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IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
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-30
-40
-50
E L E
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-20
-30
-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
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-20
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-40
-50
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
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IO
N I
N U .S F
E E
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0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
16+50 18+00
16+00 17+50
15+50 17+00
S T
A T
O S
T A
S O
U T
H J
E T
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C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-304
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
19+50
20+50
19+00
18+50 20+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-305
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
22+50
21+50
21+00 22+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-306
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
23+50 24+50
23+00 24+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-307
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
25+50
26+50
25+00 26+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-308
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
29+00
27+50
28+50
27+00 28+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
N S
NO WORK SOUTH JETTY
BETWEEN STA. 28+00
TO STA. 31+00
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-309
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
30+50
30+00 31+50
29+50 31+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
N S
NO WORK SOUTH JETTY
BETWEEN STA. 28+00
TO STA. 31+00
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-310
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
32+50 33+50
32+00 33+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-311
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
34+50
35+50
34+00 35+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-312
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
37+50
36+50
36+00 37+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-313
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
38+50 39+50
38+00 39+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-314
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
40+50
41+40
40+00 41+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
N S
NO WORK SOUTH JETTY
BETWEEN STA. 41+40
TO STA. 42+40
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-315
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
42+50
42+00
41+50 42+40
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
N S
NO WORK SOUTH JETTY
BETWEEN STA. 41+40
TO STA. 42+40
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-316
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
43+50 44+50
43+00 44+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-317
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
45+50 46+50
45+00 46+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-318
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
48+50
47+50
47+00 48+00
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
N S
NO WORK SOUTH JETTY
BETWEEN STA. 48+60
TO STA. 51+00
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-319
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
51+50
52+00
51+00 51+90
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-320
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
53+00 54+00
52+50 53+50
S T
A T
O S
T A
S O
U T
H J
E T
T Y
C R
O S
S S
E C
T
IO
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
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.:
F il e
M o d e l
N a m e
C S -3
B y
M
O D
X M
A N
:5
:4
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -1
C
C S C J e tt y R e p a ir s
P la n s -S N
U E
C E S -8
-1
S
O U
T H -J
E T T
Y -P
L A
N S T x S -8
.d
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
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19R0004
SOLICITATION NO.:
CS-321
T T
Y R
E P
A
IR
S E
N T
R A
N C
E C
H A
N N
E L
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
M A
N
S K
M
T E
W
C O
R A
G G
IO
K
M A
G L
IO
P .E
C h ie f, H y d ro lo g y a n d H y d ra u li c s B ra n c h
W
IL
L
IE
J
H O
N Z
A P .E
R O
B E
R T C T
H O
M A
S P .E
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
J U
L Y
-10
-20
-30
-40
-50
-60
-70
-80
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200-220-240-260
<-- CHANNEL - BEACH -->
-10
-20
-30
-40
-50
-60
-70
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