B.08.02 Solicitation W912HY21B0013-Plans 20210720.pdf
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- Solicitation number
- W912HY21B0013
About this file
This solicitation is for the FY21 USACE Galveston District, Sabine-Neches Waterway (SNWW) Maintenance Dredging, Jefferson County, Texas Pipeline Dredging, Deep Draft project. Bids are due by August 19, 2021 at 2pm local time, as specified in the solicitation documents B.08.02 Solicitation W912HY21B0013-Specs 20210720 and B.08.02 Solicitation W912HY21B0013-Plans 20210720. The solicitation is seeking bids for dredging services along the Sabine-Neches Waterway in Jefferson County, Texas, and is being conducted by the Department of the Army Corps of Engineers Engineering District Galveston. The solicitation provides relevant details on the products and services required, specifications, plans, response date, and agency contact for the dredging maintenance project.
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of Engineers U.S. Army Corps
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W912HY21B0013
SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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CONTRACT NO.:
ISSUE DATE:
Galveston District
®of Engineers
US Army Corps
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
SOLICITATION NO.:W912HY21B0013
WILLIE JOE HONZA, P.E.
CHIEF, ENGINEERING BRANCH
C O
V E
R S
H E
E T
SN 0105-0219
SABINE-NECHES WATERWAY, TEXAS
SABINE-NECHES WATERWAY
MAINTENANCE DREDGING
C-101
C-102
C-103
C-104
C-105
C-106
C-107 e c ne lle cxE fo retne C
Coastal Navigation and Environmental Restoration
C-108
C-111
AREA NO. 25
PLACEMENT
AREA NO. 24
PLACEMENT
AREA NO. 16
PLACEMENT
AREA NO. 18
PLACEMENT
AREA NO. 9A
PLACEMENT
C-109
C-110
NO. 12,13,14
AREAS
PLACEMENT
W912HY21C____
JULY 2021
VICINITY MAP
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
R
IV
E R
R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
RIVER
C
O L O
R A
D O
B R
A Z O S R
IV
E R
T R
IN
IT
Y
R E D R I V E R
SABINE
N
E C
H E S
RIVER
R
IV
E R
R
IV
E R
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
ESTABLISHED
T
CI
RTSID NOTSEVL
A
G
S R
E E
NI
G
NE F
O SPROC Y
M
R A .
S.
U
LOCATION
PROJECT
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E X O
F D
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G S L E
G E
N D
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.
SPECIFICATIONS.
OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT
OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS
PROGRAM (NAIP), DATED 2018, UNLESS OTHERWISE NOTED.
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).
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
GROUND
EXISTING
C/L
OVERDEPTH (OD)
ALOWABLE
CHANNEL SECTION LEGEND
DREDGED
AREA TO BE
TEMPLATE
CHANNEL
REQUIRED DEPTH (RD)
DEPTH (AUTH)
AUTHORIZED
FEDERAL
STA. 00+00
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W912HY21B0013
SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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SCALE IN FEET
0 500 1,000 1,500
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13,975,000Y=
13,972,500Y=
13,970,000Y=
13,967,500Y=
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
of Engineers U.S. Army Corps
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SCHEDULE NO.1
SECTION 10
SCHEDULE NO.1SECTION 9
O
PTIO
N NO
.3
SECTIO
N 15
NECHES RIVER
STA. 978+20.02
OF DREDGING
NORTHERLY LIMIT
NAVD88 EL.=10.75
Y=13,973,475.941
X=3,519,850.519
PID NO. BBDQ31
JCND 10
.4
R
327.28'
.9
321.83'
0'
0.
8.
R
.8
.3
.1
.6
.4 9'
R
8.
6.
0.
.8
.2
.2
.8
.4
.8
.1
.0
.3 '21
4.
.8 6'
.2 5'
8.
8'
9.
.7
0'
R
R 2
.5
R
0+
+0
P .C S T A .7
P C
C S
T A .7
P C
C S
T A .7
P R
C S
T A .4
P C
C S
T A .9
P .C S
T A .3
0P .T . S
TA
. 1
8+
.9
P .I S
T A .4
P .I S
T A .5
P .I S T
A .4
P .I S T
A .7
S T
A .2
T
A .0
A .2
STA.
+5 7.
STA. 978+20.02
STA. 980+43.95
STA. 981+54.71
P .T S
T A .5
P .C S
T A .7
P.
T.
S
TA.
+5 6.
P.
C . S
TA.
+8 6.
P .T S
T A .1
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A .5
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P .I S
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STA.
+9 3.
TA
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8.
A . 1
.4
B K S
T A .0
F W
D S
T A .1
T=1339.73'
L=2660.92'
R=9240.03'
Y=13971521.92
X=3530995.31
CURVE NO. 12
P.I. STA. 889+84.52
T=1036.68'
L=2046.08'
R=5154.87'
Y=13972409.75
X=3528790.97
CURVE NO. 13
P.I. STA. 913+42.40
T=940.65'
L=1860.67'
R=5134.46'
Y=13972381.99
X=3526813.83
CURVE NO. 14
P.I. STA. 932+92.44
T=333.97'
L=667.10'
R=5438.03'
Y=13971913.45
X=3525628.45
CURVE NO. 15
P.I. STA. 945+46.43
T=620.79'
L=1228.26'
R=3426.51'
Y=13971639.08
X=3524570.52
CURVE NO. 16
P.I. STA. 956+38.51
T=486.44'
L=910.20'
R=1041.75'
Y=13971754.81
X=3523469.35
CURVE NO. 17
P.I. STA. 967+32.42
T=501.85'
L=963.74'
R=1399.91'
Y=13972848.55
X=3522733.26
CURVE NO. 18
P.I. STA. 979+88.11
T=265.44'
L=515.67'
R=881.96'
Y=13973599.00
X=3520218.35
CURVE NO. 19
P.I. STA. 1006+35.74
BASIN EXTENSION
BEAUMONT TURNING
BASIN
TURNING
BEAUMONT
AREA
MANEUVERING
BEAUMONT
ISLAND
HARBOR
BEAUMONT
AREA NO. 27A
PLACEMENT
AREA NO. 27B
PLACEMENT
Channel Marker 66
Wood Cluster at RR Bridge
PLAN
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STRUCTURE
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SOLICITATION NO.:
W
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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W A
Y T
E X
A S
J U
L Y
T
IM
O T
H Y J
W H
IT
E P .E
R e s id e n t E n g in e e r
A re a E n g in e e r
R A
L P
H E S
T E
IN
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M P
M A
N
P N
D
T J
W
S C
H E D
U L E N
O . 1
S E C T
IO
N
OPTION NO. 1
SECTION 11B
OPTION NO. 1
SECTION 11A
OPTI
ON
NO.
SECTI
ON
MARAD BASIN
M
ARAD
SLI
P
200'
0+
0+
0+
680+0
690+00
700+00
STA. 690+00.00
P .C S
T A .0
P.T. STA. 701+31.15
T=4929.67'
L=7797.10'
R=5025.16'
Y=13953143.05
X=3538856.68
CURVE NO. 9
P.I. STA. 672+63.72
2-6" PIPES
2-8" PIPES
STA. 661+83
1-12" PIPE
STA. 663+35
1-24" PIPE
STA. 674+30
2-14" PIPES
STA. 674+00
1-30" PIPE
STA. 672+80
1-30" PIPE
STA. 671+65
1-20" PIPE
STA. 667+35
1-20" PIPE
STA. 666+70
1-8" PIPE
STA. 666+50
1-24" PIPE
STA. 665+35
1-24" PIPE
STA. 665+00
5 KV ELECT. CABLE
STA. 664+32
2-4" PIPES IN 30" CASING
3-8" PIPES
STA. 659+50
PERMIT No.
2-8 ' PIPES
STA.547+87
2-6 ' PIPES
STA. 548+61
1-36 ' PIPE
STA. 546+32
1-40" PIPE
STA. 544+68
PERMIT No.
G
S
U
E
R I
L
R
A N
L I
N E
VERT. CL. 164'
OVERHD. PWR. LINE
STA. 546+61
PERMIT No.
AREA NO. 23
PLACEMENT
(opp. CM40)
Wood Piling
NAVD88 EL.=17.14
Y=13,942,894.457
X=3,569,155.542
PID NO. BBDQ01
JCND 7
200' 400'
0+
0+
390+
+00
0+
0 P.C. S
TA. 395
+68.0
P C C S
T A . 4
+3
5.
P C
C S
T A .0
P .T S
T A .8
P .I.
S
TA
. 3
+7
0.
P .I S
T A .7
P .C S
T A .0
P.T. S
TA. 394
+21.0
P .C S
T A .1
P .T S
T A .8
P .I S
T A .9
P .I S
T A .6
S T
A
A
A .8
A
T=3006.96'
L=5457.09'
R=5225.15'
Y=13945438.91
X=3565003.37
CURVE NO. 4
P.I. STA. 369+70.97
T=702.89'
L=1367.69'
R=2405.11'
Y=13949246.76
X=3564391.14
CURVE NO. 5
P.I. STA. 402+70.88
T=933.24'
L=1763.40'
R=2178.05'
Y=13950468.06
X=3563302.40
CURVE NO. 6
P.I. STA. 418+68.92
T=709.57'
L=1387.75'
R=2699.82'
Y=13950522.43
X=3561660.49
CURVE NO. 7
P.I. STA. 434+08.65
T=1968.55'
L=3750.72'
R=5000.00'
Y=13948120.90
X=3557057.91
CURVE NO. 8
P.I. STA. 485+68.71
.6 5'
R
Y=13948914.469
X=3569583.888
RIGHT TOE
CURVE CENTER
B E
G
IN
R
IG
H T T
O E C
U R
V E S
T A .5
STA. 394
+73.9
4TOE CURVE END RIG
HT
2+
.88
P.
I. S
TA.
AREA NO. 18
AREA NO. 19
PLACEMENT
AREA NO. 21
PLACEMENT
AREA NO. 22
Channel Marker 26
Channel Marker 29
Channel Marker 34
0 500 1,000 1,500
PLAN
,5
,0
X
,5
,5
X
,5
,0
X = 3 ,5
,5
X
,5
,0
X = 3 ,5
,5
X
13,942,500Y=
13,945,000Y=
13,947,500Y=
13,950,000Y=
,5
,5
X
,5
,0
X
,5
,5
X
,5
,0
X
,5
,5
X
,5
,0
X
13,950,000Y=
13,945,000Y=
13,942,500Y=
STRUCTURE
DROP-OUTLET
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 22
PLACEMENT
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 20
PLACEMENT
13,949,826.22Y=
3,565,478.17X=
13,948,810.82Y=
3,566,707.68X=
13,949,069.08Y=
3,567,856.88X=
150'
0' of Engineers U.S. Army Corps
G A
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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
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Drawing No.:
F il e
M o d e l
N a m e
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B y
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Y T
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N -0
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H E D
IR
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IO
N O
F
CIVIL
C-103
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
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IN
G
S A
B
IN
E -N
E C
H E
S W
A T
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S A
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IN
E -N
E C
H E
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Y T
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A S
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T
IM
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H Y J
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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H E S
T E
IN
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M P
M A
N
P N
D
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W
S T
A T
O S
T A
N E
C H
E S R
IV
E R
P L
A N
OPTION NO.5
SECTION 17
SCHEDULE NO. 1SECTION 7
SCHEDULE NO. 1
SECTION 6
S C
H E D
U
LE
N
O . 1
S E C T
IO
N
N E C
H E S R
IV
E R
AT SMITH BLUFF
TURNING BASIN
NAVD88 EL.=17.14
Y=13,942,894.457
X=3,569,155.542
PID NO. BBDQ01
JCND 7
P .I S
T A .4
P .I S
T A .7
P .C S
T A .6
P .T S
T A .2
P .C S
T A .2
P .T S
T A .6
T=129.80'
L=259.56'
R=5199.82'
Y=13941415.10
X=3578806.61
CURVE NO. 2
P.I. STA. 225+37.49
T=472.45'
L=942.34'
R=5225.03'
Y=13942653.19
X=3572250.21
CURVE NO. 3
P.I. STA. 292+09.72
+0
+0
P.
I. S
TA.
+3 2.6
STA.
-1
+7 7.2
STA.
6+
.43
STA.
+0 0.2
A
A
TRANSMISSION LINE - G.S.U.
STA.192+00 - AERIAL POWER
AREA NO. 17
Channel Marker 19
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
C .S
C .S
C .S
C .S . C .S
C .S
C .S
C.
S.
+5 5.0
C.
S.
+8 2.4
C.
S.
2+
.85
C.
S.
+0
C.
S.
+0
C.
S.
+0
C.
S.
+0
C.
S.
8+
C.
S.
6+
C.
S.
4+
C.
S.
C.
S.
C.
S.
C.
S.
C.
S.
0+
SCALE IN FEET
0 500 1,000 1,500
PLAN
S T
A T
O S
T A
N E
C H
E S R
IV
E R
P L
A N
M A
T C
H L
IN
E S
T A
81AREA NO.
PLACEMENT
,5
,0
X
,5
,5
X
,5
,0
X
,5
,5
X = 3 ,5
,0
X
,5
,5
X
13,937,500Y=
13,940,000Y=
13,942,500Y=
13,945,000Y=
,5
,5
X
,5
,0
X
,5
,0
X
,5
,5
X =3 ,5
,5
X
,5
,0
X
13,945,000Y=
13,942,500Y=
13,940,000Y=
13,937,500Y=
THIS CONTRACT)
(NOT AVAILABLE
13,944,802.61Y=
3,570,448.88X=
13,944,610.07Y=
3,570,351.27X= of Engineers U.S. Army Corps
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
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R S
U .S
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IN
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R D
IS
T R
IC
T
G A
L V
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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
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Drawing No.:
F il e
M o d e l
N a m e
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B y
M
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D re d g in g F
Y T
X -S
C P L A
N S S
N -0
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-N
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E R T
H E D
IR
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IO
N O
F
CIVIL
C-104
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
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W A
Y
S A
B
IN
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E C
H E
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A T
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Y T
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T
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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H E S
T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
SCHEDULE NO. 1
SECTION 4
OPTION NO. 2
SECTION 13
OPTION NO. 2
SECTION 14
O P
T
IO
N N
O . 4
S E
C T
IO
N
NECHES RIVER
AT DEER BAYOU
TURNING BASIN
NAVD88 EL.=4.30
Y=13,939,347.060
X=3,588,123.010
PID NO. DO9976
877 0520 C (Rainbow Bridge)
NAVD88 EL.=4.30
Y=13,939,347.060
X=3,588,123.010
PID NO. DO9976
877 0520 C (Rainbow Bridge) TCOON
200'
590+00
593+63.18 SNC
200'
10+00
20+00
30+
+0
+0
P .T S
T A .8
T=5923.72'
L=8697.85'
R=5000.35'
Y=13938721.41
X=3598385.54
CURVE NO. 1
P.I. STA. 59+23.72
0+00 NECHES =
R
4848.56'
R
638.02'
200'
200'
5200.3 5'
R
0+00
10+00
20+00
P .I. S
T A . 32+44.59
P.C. STA. 9+08.09
S T
A
32+ 99.90
S T A
AREA NO. 13
PLACEMENT
AREA NO. 14
PLACEMENT
AREA NO. 15
PLACEMENT
AREA NO. 15A
PLACEMENT
AREA NO. 16
Neches River Intersection
0 500 1,000 1,500
PLAN
S T
A T
O S
T A
N E
C H
E S R
IV
E R
P L
A N
M A
T C
H L
IN
E S
T A
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
,5
,0
X
,5
,5
X
,5
,0
X
,5
,5
X
,5
,0
X
,5
,5
X
13,932,500Y=
13,935,000Y=
13,937,500Y=
13,940,000Y=
,5
,5
X =3 ,5
,0
X
,5
,5
X
,5
,0
X
,5
,5
X
,5
,0
X
13,940,000Y=
13,937,500Y=
13,935,000Y=
13,932,500Y=
STRUCTURE
DROP-OUTLET
AREA NO. 12
PLACEMENT
STRUCTURE
DROP-OUTLET
STRUCTURE
DROP-OUTLET
13,936,812.99Y=
3,583,555.56X=
13,936,175.25Y=
3,584,398.87X=
13,936,324.17Y=
3,586,147.23X=
13,938,266.02Y=
3,589,664.45X=
13,937,984.36Y=
3,590,615.57X=
13,935,271.43Y=
3,592,004.68X=
13,934,804.30Y=
3,592,734.70X=
150'
150'
150'
'2 of Engineers U.S. Army Corps
G A
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S u b m it te d b y
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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
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Drawing No.:
F il e
M o d e l
N a m e
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B y
M
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H E D
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CIVIL
C-105
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
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W A
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S A
B
IN
E -N
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H E
S W
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W A
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W H
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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T E
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M P
M A
N
P N
D
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W
SCHEDULE NO. 1
SECTION 2
SCHEDULE NO. 1
SECTION 3
OPTION NO. 2
SECTION 13
SCHEDULE NO. 1
SECTION 1
NECHES RIVER
C A
N A
L
S A
B
IN
E -N
E C
H E S
R
IV
E R
S A B
IN
E
NECHES STA. 0+00
SCHEDULE NO. 1
OF DREDGING
SOUTHERLY LIMIT
PLAN
,8
,5
Y
3,562,500X=
3,565,000X=
3,567,500X=
3,570,000X=
3,562,500X=
3,565,000X=
3,567,500X=
3,570,000X=
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
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Y
,8
,0
Y
,8
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Y
,8
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Y
,8
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,8
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Y =1
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IN
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A S
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T A
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A .8
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T A .5
P L
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T A
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H U
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A N
A L J
U N
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N
AREA NO. 9A
PLACEMENT
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 11
PLACEMENT
of Engineers U.S. Army Corps
G A
L V
E S
T O
N T
E X
A S
C O
R P
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F E
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U .S
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T R
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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
-0
-2
:3
:5
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -0
L w r a n d M id N e c h e s R M a in t
D re d g in g F
Y T
X -S
C P L A
N S S
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-0
C -1
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C -T
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M Y
C O
M M
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P R
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A R
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N D
E R T
H E D
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N O
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CIVIL
C-106
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y
S A
B
IN
E -N
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H E
S W
A T
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W A
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A S
J U
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W H
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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E R P .E P
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OPTION NO. 7SECTION 22
OPTION NO. 7SECTION 21
OPTION NO. 6
18B RIGHT
18A LEFT
SECTION
O P T
IO
N N
O . 7
S E C T
IO
N
OPTION NO. 7SECTION 20
SABINE-NECHES CANAL
CANALARTHURPORT
TAYLORS B
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B A S
IN
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JUNCTION
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J u n c ti o n A re a
NAVD88 EL.=20.63
Y=13,958,734.477
X=3,529,282.538
PID NO. BBDQ02
JCND 9
AREA NO. 25
Channel Marker 56 not there-Powerline
Channel Marker 5 .
Channel Marker 46 (Bent) .
SCALE IN FEET
0 500 1,000 1,500
PLAN
P L
A C
E M
E N
T A
R E
A N
O
N E
C H
E S R
IV
E R
P L
A N
AREA NO. 25
PLACEMENT
13,957,500Y=
13,960,000Y=
13,962,500Y=
13,965,000Y=
,5
,0
X = 3 ,5
,5
X
,5
,0
X = 3 ,5
,5
X
,5
,0
X
,5
,5
X
13,965,000Y=
13,962,500Y=
13,960,000Y=
13,957,500Y=
,5
,5
X
,5
,5
X
,5
,0
X =3 ,5
,5
X
,5
,0
X
STRUCTURE
DROP-OUTLET
13,964,227.29Y=
3,537,234.19X=
13,963,654.26Y=
3,536,328.31X=
13,962,538.19Y=
3,537,034.30X=
13,963,111.22Y=
3,537,940.18X= of Engineers U.S. Army Corps
G A
L V
E S
T O
N T
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A S
C O
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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
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Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
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A N
-0
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:4
:1
P
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P R
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N D
E R T
H E D
IR
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T
IO
N O
F
CIVIL
C-107
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
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W A
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S A
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E -N
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S W
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W A
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W H
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R A
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T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
N E
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IV
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TURNING
0 300 600 900
PLAN
P L
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E N
T A
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O
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13,957,500Y=
13,960,000Y=
,5
,5
X = 3 ,5
,0
X
,5
,5
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13,960,000Y=
13,957,500Y=
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,5
X
,5
,0
X
,5
,5
X
STRUCTURE
DROP-OUTLET
13,959,139.73Y=
3,544,113.66X=
13,958,367.51Y=
3,544,153.67X=
13,958,333.19Y=
3,546,601.33X=
150'
0'
AREA NO. 24
PLACEMENT
of Engineers U.S. Army Corps
G A
L V
E S
T O
N T
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A S
C O
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F E
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Drawing No.:
F il e
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G
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P R
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A R
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N D
E R T
H E D
IR
E C
T
IO
N O
F
CIVIL
C-108
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
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D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y
S A
B
IN
E -N
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
N E
C H
E S R
IV
E R
MARAD BASIN
Wood Piling
(opp. CM40)
SCALE IN FEET
0 500 1,000 1,500
PLAN
,5
,0
X = 3 ,5
,5
X
,5
,0
X = 3 ,5
,5
X
,5
,0
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,5
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X
STRUCTURE
DROP-OUTLET
13,952,500Y=
13,945,000Y=
13,947,500Y=
13,950,000Y= 13,950,000Y=
13,947,500Y=
13,952,500Y=
32AREA NO.
PLACEMENT
,5
,0
X
13,945,000Y=
13,942,500Y= 13,942,500Y=
P L
A C
E M
E N
T A
R E
A N
O
N E
C H
E S R
IV
E R
P L
A N
(NOT AVAILABLE THIS CONTRACT)
AREA NO. 22
PLACEMENT
13,947,468.64Y=
3,544,568.34X=
13,944,703.25Y=
3,546,859.15X=
150'
0'
0' of Engineers U.S. Army Corps
G A
L V
E S
T O
N T
E X
A S
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S O
F E
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IN
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U .S
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IN
E E
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IS
T R
IC
T
G A
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T O
N
A S S
H O
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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
-0
-2
:4
:0
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -0
L w r a n d M id N e c h e s R M a in t
D re d g in g F
Y T
X -S
C P L A
N S S
N -0
-0
C -1
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A -2
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V A
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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
CIVIL
C-109
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
J U
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T
IM
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H Y J
W H
IT
E P .E
R e s id e n t E n g in e e r
A re a E n g in e e r
R A
L P
H E S
T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
NECHES RIVER
MARAD BASIN
Neches River Intersection
PLAN
13,935,000Y=
13,927,500Y=
13,930,000Y=
13,932,500Y=
,5
,0
X = 3 ,5
,5
X
,5
,0
X = 3 ,5
,5
X
,6
,0
X
,5
,5
X
13,930,000Y=
13,927,500Y=
,5
,5
X
,5
,5
X
,5
,0
X =3 ,5
,5
X
,5
,0
X
,6
,0
X
AREA NO. 12
PLACEMENT
AREA NO. 13
PLACEMENTAREA NO. 14
PLACEMENT
STRUCTURE
DROP-OUTLET
STRUCTURE
DROP-OUTLET
P L
A C
E M
E N
T A
R E
A N
O
N E
C H
E S R
IV
E R
P L
A N
13,932,500Y=
13,935,000Y=13,935,271.43Y=
3,592,004.68X=
13,934,750.30Y=
3,592,758.87X=
13,933,995.01Y=
3,593,412.37X=
13,933,179.49Y=
3,593,541.71X=
0'
150'
150'
150'
150' of Engineers U.S. Army Corps
G A
L V
E S
T O
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A S
C O
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S O
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U .S
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IN
E E
R D
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T R
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G A
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W N
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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.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
-0
-2
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:3
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -0
L w r a n d M id N e c h e s R M a in t
D re d g in g F
Y T
X -S
C P L A
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-0
C -1
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V A
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P R
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E D U
N D
E R T
H E D
IR
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T
IO
N O
F
CIVIL
C-110
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
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W A
Y
S A
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IN
E -N
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H E
S W
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W A
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W H
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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H E S
T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
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SABI
NE
RI
VER
S A
B
IN
E -N
E C
H E S C
A N
A L
SABIN
E LAKE
Junction Area
0 500 1,000 1,500
PLAN
13,887,500Y=
13,880,000Y=
13,882,500Y=
13,885,000Y=
,5
,0
X = 3 ,5
,5
X
,5
,0
X = 3 ,5
,5
X
,5
,0
X
,5
,5
X
13,885,000Y=
13,882,500Y=
13,887,500Y=
,5
,5
X
,5
,5
X
,5
,0
X =3 ,5
,5
X
,5
,0
X
PLACEMENT AREA NO. 9A
P L
A C
E M
E N
T A
R E
A N
O
A
P O
R T A
R T
H U
R C
A N
A L
P L
A N
STRUCTURE
DROP-OUTLET
13,884,182.05Y=
3,561,420.14X=
13,884,023.29Y=
3,561,734.96X=
13,883,878.51Y=
3,562,521.56X=
13,883,327.18Y=
3,562,688.78X= 13,882,865.02Y=
3,562,668.23X=
13,882,607.10Y=
3,563,052.17X=
13,882,320.78Y=
3,563,723.67X=
13,882,003.81Y=
3,564,004.10X=
13,881,968.85Y=
3,563,779.41X=
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 9B
PLACEMENT
0'
0'
0'
0'
0'
0' of Engineers U.S. Army Corps
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
-0
-2
:4
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P
M D a te
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W
C A
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N -0
L w r a n d M id N e c h e s R M a in t
D re d g in g F
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C P L A
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N -0
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C -1
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C O
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A N
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N D
E R T
H E D
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CIVIL
C-111
W912HY21B0013
SOLICITATION NO.:
W
IL
L
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J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
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E -N
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H E
S W
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ARTHUR
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NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
2. SURVEY DATE: NOV 2020 TO JAN 2021
3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
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SOLICITATION NO.:
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GROUND
EXISTING
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200'200'
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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W912HY21B0013
SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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GROUND
EXISTING
3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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200'200'
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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SOLICITATION NO.:
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371.59'200'
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396.29'200'
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400'200'
600'
400'200'
600'
-40' AUTH.
-42 R.D.
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
G A
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SOLICITATION NO.:
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SN 0105-0219SWG FILE NO.
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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W912HY21B0013
SOLICITATION NO.:
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
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SOLICITATION NO.:
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SN 0105-0219SWG FILE NO.
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218.65'852.27'
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SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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176.67'968.8'
1145.47'
1034.09'
164.6'869.49'
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GROUND
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3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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C-310
W912HY21B0013
SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
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E L E
V A
T
IO
N I
N U .S F
E E
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200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
<-- GREEN - RED --->
610+00580+00
570+00 600+00
563+00 590+00
S T
A T
O S
T A
M A
R A
D M
O O
R
IN
G S
C R
O S
S S
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IO
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-17' AUTH.
-19 R.D.
-2' O.D.
GROUND
EXISTING
-17' AUTH.
-19 R.D.
-2' O.D.
GROUND
EXISTING
925'
925'
NECHES RIVER
RIGHT TOE OF
RIGHT TOE OF
3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
G A
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Drawing No.:
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T im e
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C-311
W912HY21B0013
SOLICITATION NO.:
W
IL
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O E H
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Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
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D G
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G
S A
B
IN
E -N
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S W
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
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M P
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-10
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-50
E L E
V A
T
IO
N I
N U .S F
E E
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200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
<-- GREEN - RED --->
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-50
E L E
V A
T
IO
N I
N U .S F
E E
T
200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
<-- GREEN - RED --->
623+00
620+00
S T
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M A
R A
D M
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R
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G S
C R
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S S
E C
T
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-2' O.D.
GROUND
EXISTING
-17' AUTH.
-19 R.D.
-2' O.D.
GROUND
EXISTING
925'
925'
NECHES RIVER
RIGHT TOE OF
RIGHT TOE OF
3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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
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R D
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T R
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G A
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A S S
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D a te
R e v
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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
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Drawing No.:
F il e
M o d e l
N a m e
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T im e
W
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L w r a n d M id N e c h e s R M a in t
D re d g in g F
Y T
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C P L A
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N -0
-0
C -3
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L O
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H E D
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N O
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CIVIL
C-312
W912HY21B0013
SOLICITATION NO.:
W
IL
L
IE
J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y
S A
B
IN
E -N
E C
H E
S W
A T
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W A
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E X
A S
J U
L Y
T
IM
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H Y J
W H
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R e s id e n t E n g in e e r
A re a E n g in e e r
R A
L P
H E S
T E
IN
E R P .E P
M P
M A
N
P N
D
T J
W
-10
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-40
-50
E L E
V A
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N U .S F
E E
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1800 1900 2000 2100 2200 2300 2400 2500 2600
<-- GREEN - RED --->
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<-- GREEN - RED --->
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E L E
V A
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N U .S F
E E
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1800 1900 2000 2100 2200 2300 2400 2500 2600
<-- GREEN - RED --->
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-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
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1800 1900 2000 2100 2200 2300 2400 2500 2600
<-- GREEN - RED --->
-10
-20
-30
-40
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
1800 1900 2000 2100 2200 2300 2400 2500 2600
<-- GREEN - RED --->
623+00600+00
590+00 620+00
586+00 610+00
S T
A T
O S
T A
M A
R A
D M
O O
R
IN
G S
C R
O S
S S
E C
T
IO
N S2
-17' AUTH.
-19 R.D.
-2' O.D.
GROUND
EXISTING
GROUND
EXISTING
-17' AUTH.
-19 R.D.
-2' O.D.
650'
650'
3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.
of Engineers U.S. Army Corps
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
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N G
IN
E E
R D
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T R
IC
T
G A
L V
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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
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D ra w n b y
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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
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P
M D a te
T im e
W
C A
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N -0
L w r a n d M id N e c h e s R M a in t
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N D
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CIVIL
C-313
W912HY21B0013
SOLICITATION NO.:
W
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L
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J
O E H
O N
Z A P .E
C h ie f, E n g in e e ri n g B ra n c h
SN 0105-0219SWG FILE NO.
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
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S A
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W H
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E…
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