W912HY20B0029-Plans Signed.pdf
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- Solicitation number
- W912HY20B0029
About this file
This technical proposal package includes plans, specifications, and a geotechnical study for a federal contract to perform pipeline dredging for the Freeport Harbor Channel Improvement Project, Reach 3 Lower Stauffer Channel in Brazoria County, Texas. The solicitation number is W912HY20B0029 and was uploaded on 8 July 2020. The work involves dredging the channel from station 184+96.76 to station 217+99.93 to a required depth of -53 feet, with 1 foot allowable overdepth and 1 foot side slope overdepth on both sides. The plans provide cross sections, alignment tables, boring logs, and details for dredging, pipeline routing including alternate routes, and placement area discharge corridors. The geotechnical study contains hazard and bathymetry surveys of the project area.
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July 2020
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY20B0029
FREEPORT HARBOR, TEXAS
FREEPORT HARBOR
BRAZ 501-447
CHANNEL IMPROVEMENT PROJECT
REACH 3 - LOWER STAUFFER
MOFFATT & NICHOL
HUSAM A. SHILU, P.E.
The Woodlands, TX 77380
1780 Hughes Landing Blvd, Ste 575
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BRAZ 501-447SWG FILE NO.
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NAVD88 EL.=2.06
Y=13,539,597.081
X=3,137,130.465
PID NO. BBDP90
VDD 7 2002
NAVD88 EL.=2.81
Y=13,540,882.068
X=3,148,341.905
PID NO. AM0424
WEST 2 1933 1897 1912 1931
NAVD88 EL.=5.26
Y=13,546,153.590
X=3,150,613.760
PID NO. DP0699
877 2447 E (USCG Freeport) TCOON
NAVD88 EL.=8.43
Y=13,550,370.862
X=3,127,343.371
PID NO. BBDP50
VDD 9 2002
SCALE IN FEET
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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 LEGENDGENERAL NOTES
8. FOR HAZARD AND BATHYMETRY SURVEYS" SEE 'FUGRO GEOTECHNICAL STUDY'.
MLLW -0.5
MSL 0.47
MHHW 1.3
TIDAL DATUMS:
7. VERTICAL DATUM: ELEVATION, FT (NAVD88)
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
SPECIFICATIONS.
BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP), DATED 2018, UNLESS OTHERWISE NOTED.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE SLOPES.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM (MLLW).
Galveston District
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-4
-45'
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-40'
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-20
-20'
-2
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C .S . 217+99.93C
.S . 2
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-51'+2'=-53' R D
P.I. STA. 186+02.75
CURVE NO. 1
X=3141736.96
Y=13544047.71
R=1472.61'
L=211.62'
T=105.99'
P.I. STA. 213+95.12
CURVE NO. 2
X=3143186.17
Y=13546434.99
R=1000.00'
L=868.73'
T=463.91'
P .T . S
T A . 1
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T A . 217+99.93
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P.C. STA. 169+55.94
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SECTION
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ROUTE
PIPE
DREDGE
STA. 184+96.76
OF DREDGING
SOUTHERLY LIMIT
STA. 217+99.93
OF DREDGING
NORTHERLY LIMIT
SEE 'FUGRO GEOTECHNICAL STUDY'.
NOTE: FOR HAZARD AND BATHYMETRY SURVEYS"
SCALE IN FEET
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C-103 of Engineers U.S. Army Corps
Galveston District
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AREA NO. 1
PLACEMENT
B R
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O S R
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F R E E P O
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B
R Y A N M
O U
N D R
D
STRUCTURE
DROP OUTLET
IF DEVIATIONS ARE REQUIRED/REQUESTED.
STARTING OR ENDING EACH ORDER OF WORK AND/OR
4. CONTRACTOR TO NOTIFY USACE COR/PE BEFORE
MOVING WESTWARD TOWARD THE OUTLET.
NO MORE THAN 3 FEET FROM TOP OF DIKE BEFORE
3. CONTRACTOR NEEDS TO FILL UP THE EASTERN SIDE TO
COORIDORS).
PITS, AND WORK WESTWARD (SECONDARY DISCHARGE
EASTERN SECTION OF THE PA AROUND THE BORROW
2. DEPOSIT REMAINING DREDGED MATERIAL IN THE
BORROW PITS (PRIMARY DISCHARGE CORRIDORS).
1. FIRST ORDER OF WORK IS TO FILL IN THE EXISTING
NOTES:
DREDGE PIPELINE ROUTE
,1
,5
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,1
,0
X
,1
,5
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X
,1
,5
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,1
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13,542,000Y=
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13,540,000Y=
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SCALE IN FEET
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13,541,500Y=
,1
,5
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W912HY20B0029
SOLICITATION NO.:
C E
S A
R R
A M
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C h ie f, C iv il D e s ig n S e c ti
E
A C
H L
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E R S
T A
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C H
A N
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L I
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C T
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P O
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A R
B O
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T H
A R
B O
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A S
C-103
M A
N
T o d la n d s
B lv d
S g h n d
F F
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M O
F F
A T
T -N
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H O
L
H U
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H
IL
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M o ff a tt N ic h o l
AREA NO. 1
PLACEMENT
F R E E P O
R T B
R Y A N M
O U
N D R
D
FROM THE CONTAINMENT DIKE.
AREA, AS SHOWN. MAINTAIN A 150' SETBACK
THE ENTIRE EASTERN END OF THE PLACMENT
FILLED, CONTINUE DISCHARGE THROUGHOUT
ONCE RIMARY DISCHARGE CORRIDORS ARE
COORIDORS FIRST
FILL PRIMARY DISCHARGE
150'
150'
LEGEND
SITES FROM DIKE RAISE)
CORRIDOR (BORROW
PRIMARY DISCHARGE
CORRIDOR
DISCHARGE
SECONDARY
IF DEVIATIONS ARE REQUIRED/REQUESTED.
STARTING OR ENDING EACH ORDER OF WORK AND/OR
4. CONTRACTOR TO NOTIFY USACE COR/PE BEFORE
MOVING WESTWARD TOWARD THE OUTLET.
NO MORE THAN 3 FEET FROM TOP OF DIKE BEFORE
3. CONTRACTOR NEEDS TO FILL UP THE EASTERN SIDE TO
COORIDORS).
PITS, AND WORK WESTWARD (SECONDARY DISCHARGE
EASTERN SECTION OF THE PA AROUND THE BORROW
2. DEPOSIT REMAINING DREDGED MATERIAL IN THE
BORROW PITS (PRIMARY DISCHARGE CORRIDORS).
1. FIRST ORDER OF WORK IS TO FILL IN THE EXISTING
NOTES:
Galveston District
G A
L V
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T O
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A S
C O
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F E
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IN
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U .S
A R
M Y E
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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
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
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A
M D a te
T im e
W
C A
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R A
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F re e p o rt C h a n n e l Im p ro v e m e n t-
R e a c h S ta u ff e r\
P la n s -S
C B
R A
Z -5
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C O
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C T -P
L A
N S T x S c .d
W912HY20B0029
SOLICITATION NO.:
(n a m e
(o ff ic e
C h ie f, D a m L e v e e S a fe ty S e c
M A
T T
H E
W J
H U
N N P .E
C E
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C h ie f, C iv il D e s ig n S e c ti
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C-301
M A
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H O
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184+96.76
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600-700-800
<--- GREEN - C/L - RED --->
186+00 189+00
188+00
187+00
S T
A .7
T
O S
T A
C R
O S
S S
E C
T
IO
N S
M-N SURVEY
325.09'
-53' REQUIRED DEPTH (R.D.)
1' ALLOWABLE OVERDEPTH (O.D.)
1' SIDE-SLOPE OVERDEPTH
BOTH SIDES (S.O.D.)
495.39' 308.58'
3 1
-53' R.D.
1' O.D.
1' S.O.D.
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
288.69'419.8'
245.23'299.16'
187.8'208.09'
GROUND
EXISTING
GROUND
EXISTING
Galveston District
G A
L V
E S
T O
N T
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A S
C O
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S O
F E
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IN
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U .S
A R
M Y E
N G
IN
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R D
IS
T R
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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
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
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:4
:2
A
M D a te
T im e
W
C A
D D P ro je c ts B
R A
Z -4
F re e p o rt C h a n n e l Im p ro v e m e n t-
R e a c h S ta u ff e r\
P la n s -S
C B
R A
Z -5
-4
C O
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C T -P
L A
N S T x S c .d
L Y
W912HY20B0029
SOLICITATION NO.:
C E
S A
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A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti
E
A C
H L
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T A
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C H
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C T
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C-302
M A
N
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B lv d
S g h n d
F F
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H O
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M O
F F
A T
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H O
L
H U
S A
M A S
H
IL
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M o ff a tt N ic h o l
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
192+00 195+00 198+00
197+00191+00 194+00
190+00 193+00 196+00
S T
A T
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T A
C R
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S S
E C
T
IO
N S
M-N SURVEY
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
Galveston District
G A
L V
E S
T O
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A S
C O
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S O
F E
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IN
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U .S
A R
M Y E
N G
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
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
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A N
:4
:2
A
M D a te
T im e
W
C A
D D P ro je c ts B
R A
Z -4
F re e p o rt C h a n n e l Im p ro v e m e n t-
R e a c h S ta u ff e r\
P la n s -S
C B
R A
Z -5
-4
C O
N T
R A
C T -P
L A
N S T x S c .d
L Y
W912HY20B0029
SOLICITATION NO.:
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti
E
A C
H L
O W
E R S
T A
U F F
E R
C H
A N
N E
L I
M P
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M E
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R O J E
C T
F R
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P O
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A R
B O
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R E
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T H
A R
B O
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A S
C-303
M A
N
T o d la n d s
B lv d
S g h n d
F F
A T
T -N
IC
H O
L
M O
F F
A T
T -N
IC
H O
L
H U
S A
M A S
H
IL
U P .E
M o ff a tt N ic h o l
-10
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-30
-40
-50
-60
E L E
V A
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N I
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0 100 200 300 400-100-200-300-400
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E L E
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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E L E
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
201+00 204+00 207+00
206+00200+00 203+00
199+00 202+00 205+00
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
M-N SURVEY
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
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:4
:3
A
M D a te
T im e
W
C A
D D P ro je c ts B
R A
Z -4
F re e p o rt C h a n n e l Im p ro v e m e n t-
R e a c h S ta u ff e r\
P la n s -S
C B
R A
Z -5
-4
C O
N T
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C T -P
L A
N S T x S c .d
L Y
W912HY20B0029
SOLICITATION NO.:
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti
E
A C
H L
O W
E R S
T A
U F F
E R
C H
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
F R
E E
P O
R T H
A R
B O
R F
R E
E P
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T H
A R
B O
R T
E X
A S
C-304
M A
N
T o d la n d s
B lv d
S g h n d
F F
A T
T -N
IC
H O
L
M O
F F
A T
T -N
IC
H O
L
H U
S A
M A S
H
IL
U P .E
M o ff a tt N ic h o l
-10
-20
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-40
-50
-60
E L E
V A
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N I
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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E L E
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-40
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-60
E L E
V A
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0 100 200 300 400-100-200-300-400
209+31.20
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V A
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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E L E
V A
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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-40
-50
-60
E L E
V A
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N I
N U .S F
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
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-40
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-60
E L E
V A
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N I
N U .S F
E E
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0 100 200 300 400-100-200-300-400
<--- GREEN - C/L - RED --->
212+00 215+00
214+00209+00 211+00
210+00 213+00208+00
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
M-N SURVEY
150' 150'
1' S.O.D.
GROUND
EXISTING
-53' R.D.
1' O.D.
GROUND
EXISTING
117.26' 117.26'
1' S.O.D.
-53' R.D.
1' O.D.
150'150' 134.53'134.53'
140.28'140.28'
146.04'146.04' 128.77'128.77'
123.02'123.02'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
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A N
:4
:3
A
M D a te
T im e
W
C A
D D P ro je c ts B
R A
Z -4
F re e p o rt C h a n n e l Im p ro v e m e n t-
R e a c h S ta u ff e r\
P la n s -S
C B
R A
Z -5
-4
C O
N T
R A
C T -P
L A
N S T x S c .d
L Y
W912HY20B0029
SOLICITATION NO.:
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti
E
A C
H L
O W
E R S
T A
U F F
E R
C H
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
F R
E E
P O
R T H
A R
B O
R F
R E
E P
O R
T H
A R
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217+99.93
<--- GREEN - C/L - RED --->
217+00
216+00
S T
A T
O S
T A .9
C
R O
S S S
E C
T
IO
N S
M-N SURVEY
111.51' 111.51'
-53' R.D.
1' O.D.
GROUND
EXISTING
1' S.O.D.
100' 100'
-53' R.D.
1' O.D.
GROUND
EXISTING
1' S.O.D.
105.75'105.75'
Galveston District
G A
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S c a le
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F re e p o rt C h a n n e l Im p ro v e m e n t-
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W912HY20B0029
SOLICITATION NO.:
C E
S A
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A M
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C h ie f, C iv il D e s ig n S e c ti
E
A C
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<--- GREEN - C/L - RED --->
189+00
150' 150'
GROUND
EXISTING
1' ALLOWABLE OVERDEPTH (O.D.)
(TYP. BOTH SIDES)
1' SIDE OVERDEPTH (S.O.D.)
EXISTING SHIP BERTH
[-51' FEDERAL DEPTH + 2' ADVANCED MAINTENANCE]
-53' REQUIRED DEPTH (R.D.)
CHANNEL C/L
-45'
-4 5'
-4
-4
-4
-40'
-35'
-3
-3
-3
-2
-2
-2 0'
D R
E D
G E P
IP
E L
IN
E R
O U
T E
P L
A N
SCALE IN FEET
0 400 800 1,200
PLAN
HARBOR
FREEPORT
HARBOR
BRAZOSPORT
C H
A N
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BASIN
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,1
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13,538,000Y=
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X
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13,544,000Y=
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13,540,000Y=
,1
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X
ROUTE
PIPELINE
DREDGE
ROUTE
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13,538,000Y=
DREDGE PIPELINE ROUTE ALTERNATE-1
DREDGE P
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13,540,000Y= of Engineers U.S. Army Corps
Galveston District
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W912HY20B0029
SOLICITATION NO.:
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O S P .E
C h ie f, C iv il D e s ig n S e c ti
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A C
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T -N
IC
H O
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M o ff a tt N ic h o l
AREA NO. 1
PLACEMENT
F R E E P O
R T B
R Y A N M
O U
N D R
D
F M
F M
LEVEE
CROSS UNDER OVERPASSES
EXISTING CULVERT
AREA NO. 1
PLACEMENT
LEVEE RD.
GI
W
W
F M
F M
F R E E P O
R T B
R Y A N M
O U
N D R
D
LEVEE R
D.
FOR LIMESTONE RAMP CROSSING
COORDINATE WITH VDD
FOR LIMESTONE RAMP CROSSING
COORDINATE WITH VDD
DREDGE PIPELINE ROUTE IN OPERATION.
EARTH, DATED: 2010-02-15, TO SHOW A PREVIOUS
NOTE: INSET IMAGES (N.T.S.) TAKEN FROM GOOGLE
N.T.S.
INSET - PIPELINE CROSSING
N.T.S.
INSET - PIPELINE CROSSING
N.T.S.
INSET - PIPELINE CROSSING
N.T.S.
INSET - PIPELINE CROSSING
CULVERTS
EXISTING
FOR CONSTRUCTION OF A PIPELINE CROSSING OVER THE LEVEE ROAD.
VELASCO DRAINAGE DISTRICT (VDD) FOR PERMITTING AND DESIGN APPROVAL
APPROVAL; HOWEVER, IT IS UP TO THE CONTRACTOR TO COORDINATE WITH
THE CONTRACTOR MAY RECOMMEND A DIFFERENT ROUTE FOR GOVERNMENT
THE PIPELINE ROUTES DEPICTED ARE PROPOSED PIPELINE ROUTES. NOTE:
N.T.S.
ALTERNATE PIPELINE CROSSING
INSET
-4
-45'
-45'
-45'
-40'
-4
-3
-35' -30'
-30'
-25'
-25'
-20
-20'
-2
-2 0'
-20'
-20'
-15'
-1 5'
.09'
STA. -2
4+3
2.09
STA. -2
2+0
0.00
STA. -1
7+5
0.00
-51'+2'=-53' R D
P.I. STA. 186+02.75
CURVE NO. 1
X=3141736.96
Y=13544047.71
R=1472.61'
L=211.62'
T=105.99'
P.I. STA. 213+95.12
CURVE NO. 2
X=3143186.17
Y=13546434.99
R=1000.00'
L=868.73'
T=463.91'
P .T . S
T A . 1
.3
P .C . S
T A . 2
.2
P .T . S
T A . 217+99.93
P .I. S
T A . 1
.7
P .I. S
T A . 2
.1
S T
A . 1
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T A . 1
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230+00
P .C . S
T A . 218+99.93
-25'+2'=-27' R D
D E P T H T
R A N S
IT
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P.C. STA. 169+55.94
S T
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R
H-187
H-194
H-204
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SCALE IN FEET
0 150 300 450
PLAN
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3, 3, X=
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W912HY20B0029
SOLICITATION NO.:
C h ie f, G e o te c h n ic a l S e c ti
E
A C
H L
O W
E R S
T A
U F F
E R
C H
A N
N E
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B-101
M A
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S g h n d
F F
A T
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H O
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H O
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H
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M o ff a tt N ic h o l
GEOTECHNICAL STUDY'.
BATHYMETRY SURVEYS" SEE 'FUGRO
NOTE: FOR HAZARD AND
Galveston District
G A
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Drawing No.:
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W912HY20B0029
SOLICITATION NO.:
C h ie f, G e o te c h n ic a l S e c ti
E
A C
H L
O W
E R S
T A
U F F
E R
C H
A N
N E
L I
M P
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M E
N T P
R O J E
C T
F R
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P O
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A R
B O
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A R
B O
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A S
B-601
M A
N
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F F
A T
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H O
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M A S
H
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U P .E
M o ff a tt N ic h o l
B O
R
IN
G L
O G
| W912HY20B0029-PLANS |
| GENERAL |
| G-101 COVER SHEET |
| G-102 LOCATION PLAN, VICINITY MAP, AND INDEX OF DRAWINGS |
| G-103 GENERAL NOTES, LEGEND, CONTROL TABLES, AND ALIGNMENT TABLE |
| CIVIL |
| C-101 PLAN STA. 184+96.77 TO STA. 217+99.93 |
| C-102 PLAN PLACEMENT AREA NO. 1 |
| C-103 PLAN PLACEMENT AREA NO. 1 DISCHARGE CORRIDORS |
| C-301 CROSS SECTIONS STA. 184+96.76 TO STA. 189+00 |
| C-302 CROSS SECTIONS STA. 190+00 TO STA. 198+00 |
| C-303 CROSS SECTIONS STA. 199+00 TO STA. 207+00 |
| C-304 CROSS SECTIONS STA. 208+00 TO STA. 215+00 |
| C-305 CROSS SECTIONS STA. 216+00 TO STA. 217+99.93 |
| C-501 TYPICAL SECTION FREEPORT HARBOR CHANNEL |
| C-901 PLAN DREDGE PIPELINE ROUTE |
| GEOTECHNICAL |
| B-101 BORING LOCATION PLAN |
| B-601 BORING LOGS |
File details come from the government source that posted it. Updated .