gulf coast ammonia plant project - united states army
TRANSCRIPT
GULF COAST AMMONIA
GALVESTON COUNTY, TEXAS
CONTRACT DRAWINGS
GULF COAST AMMONIA PLANT PROJECT
GULF COAST AMMONIA TERMINAL DOCK
FEBRUARY 23, 2018
CIT
Y: H
OU
ST
ON
, T
X D
IV
/G
RO
UP
: E
NV
CA
D D
B: W
. B
ER
RY
LD
: P
IC
: P
M: T
M: LY
R: O
N=
*;O
FF
=*R
EF
*
E:\G
ulfcoast A
mm
onia C
orp\T
X001459.0001 D
ock 5\D
raw
ings\00-G
LO
D
RA
WIN
GS
S
UB
MIT
TA
L - 8X
11\02-G
eneral\C
over.dw
g LA
YO
UT
: C
OV
ER
-22X
34
S
AV
ED
: 2/23/2018 11:10 A
M A
CA
DV
ER
: 20.1S
(LM
S T
EC
H) P
AG
ES
ET
UP
: ---- P
LO
TS
TY
LE
TA
BLE
: A
US
-N
CS
MO
D H
ALF
M
ON
O.C
TB
P
LO
TT
ED
: 2/23/2018
11:10 A
M B
Y: R
IG
GS
, JA
SO
N
DATE ISSUED
LOCATION MAP
GRAPHIC SCALE : MILES
0 1
2
PROJECT
LOCATION
ARCADIS U.S., INC.
IM
AG
ES
:
C
over_Index_color.png
XR
EF
S:
AREA
LOCATION
TEXAS
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 1 of 10
Texas City, TexasGCA Remote Dock Vicinity
Figure1
Austin, TX. February 2018
DockDredge AreaPipelineChannel and Centerline
0 2,000 4,000Feet
¹SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 2 of 10
2
9
+
0
0
0
3
0
+
0
0
0
3
1
+
0
0
0
3
2
+
0
0
0
3
3
+
0
0
0
34+
000
3
5
+
0
0
0
3
6
+
0
0
0
3
6
+
2
0
1
P
.C
. S
T
A
. 3
3
+
2
7
3
.7
6
P
.
T
.
S
T
A
.
3
5
+
5
0
0
.
6
4
P
.I. S
T
A
. 3
4
+
4
8
1
.3
8
0+00
10+00
P.I. STA. 0+00.00
P.I. STA. 34+481.38
CURVE NO. 1
X=3279435.23
Y=13709285.51
R=2319.94'
D= 2°28'10.94"
Δ= 54°59'50.76"
L=2226.88'
T=1207.62'
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 3 of 10
AutoCAD SHX Text
TOP SEAWALL
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
10" FW
AutoCAD SHX Text
10" FW
AutoCAD SHX Text
10" FW
AutoCAD SHX Text
10" FW
AutoCAD SHX Text
2" PW
AutoCAD SHX Text
1" PW
AutoCAD SHX Text
PW
AutoCAD SHX Text
LIGHT 18
AutoCAD SHX Text
LIGHT 17
AutoCAD SHX Text
LIGHT 19
AutoCAD SHX Text
B LIGHT
AutoCAD SHX Text
B LIGHT
AutoCAD SHX Text
C LIGHT
AutoCAD SHX Text
C LIGHT
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
C-02
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\03-CIVIL\C-02.DWG Scale:1:1/2 SavedDate:2/1/2018 Time:11:53 Plot Date: Riggs, Jason; 2/23/2018; 13:58 ; Layout:C-02
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
OVERALL PROPOSED SITE PLAN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
C-02
AutoCAD SHX Text
3
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
OVERALL PROPOSED SITE PLAN
AutoCAD SHX Text
PROPOSED DOCK
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
600'
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0'
AutoCAD SHX Text
600'
AutoCAD SHX Text
3,699 LF TOTAL AMMONIA PIPING AND UTILITIES CONDUIT
AutoCAD SHX Text
190 LF PIPE BRIDGE AND VERTICAL TRANSFER STRUCTURE
AutoCAD SHX Text
TEXAS CITY SHIP CHANNEL COE CHANNEL LINES
AutoCAD SHX Text
TEXAS CITY SHIP CHANNEL COE CL CHANNEL
AutoCAD SHX Text
PIPELINE
AutoCAD SHX Text
* UTILITIES TO BE LOCATED ON THE PIPE BRIDGE INCLUDE: (1) 12" LIQUID AMMONIA(1) 6" VAPOR RETURN LINE(1) 4" RECIRCULATION LINE(1) 2" NITROGEN LINE(1) 2" INSTRUMENT AIR LINE(2) 4" COMMUNICATION LINE DUCTS(1) 480V ELECTRICAL LINE (1) 4" WATER LINE(1) 12" STORMWATER DRAIN LINE TO OUTFALL
AutoCAD SHX Text
N 13710931.84 E 3278105.09
AutoCAD SHX Text
N 13709551.60 E 3281270.44
AutoCAD SHX Text
TEXAS CITY DIKE
AutoCAD SHX Text
SHOAL POINT
3
1
+
0
0
0
3
2
+
0
0
0
3
3
+
0
0
0
34+
000
P
.C
. S
T
A
. 3
3
+
2
7
3
.7
6
P.I. STA. 34+481.38
CURVE NO. 1
X=3279435.23
Y=13709285.51
R=2319.94'
D= 2°28'10.94"
Δ= 54°59'50.76"
L=2226.88'
T=1207.62'
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 4 of 10
AutoCAD SHX Text
LIGHT 18
AutoCAD SHX Text
LIGHT 17
AutoCAD SHX Text
LIGHT 19
AutoCAD SHX Text
C LIGHT
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
C-03
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\03-CIVIL\C-03.DWG Scale:1:1/2 SavedDate:2/23/2018 Time:13:59 Plot Date: Riggs, Jason; 2/23/2018; 14:47 ; Layout:C-3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
PROPOSED SITE PLAN ENLARGED OFF SHORE DOCK
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
C-03
AutoCAD SHX Text
4
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
PROPOSED SITE PLAN
AutoCAD SHX Text
DREDGING NOTES: 1.DREDGING DIMENSIONS ARE PRELIMINARY AND BASED ON DREDGING DIMENSIONS ARE PRELIMINARY AND BASED ON GUIDANCE FROM UNITED STATES ARMY CORPS OF ENGINEERS (USACE) EM-1110-2-1613, HYDRAULIC DESIGN OF DEEP-DRAFT NAVIGATIONAL PROJECTS AND THE VESSELS LISTED IN DESIGN VESSEL TABLE THIS SHEET. 2.INITIAL PHASE DREDGING DEPTH SET TO ELEVATION -43.0 FT INITIAL PHASE DREDGING DEPTH SET TO ELEVATION -43.0 FT MLLW IN THE SHIP SIDE OF THE DOCK. 3.DREDGING DEPTHS INCLUDES 2.0 FT CLEARANCE + 1.0 FT FOR DREDGING DEPTHS INCLUDES 2.0 FT CLEARANCE + 1.0 FT FOR DREDGE TOLERANCE.
AutoCAD SHX Text
PROPOSED DOCK, SEE SHEET S-1. SEE S-1A FOR PROPOSED MOORING ARRANGEMENTS.
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
TOE OF DEEP DREDGING LIMITS ELEVATION -43.0'
AutoCAD SHX Text
600'
AutoCAD SHX Text
200'
AutoCAD SHX Text
100'
AutoCAD SHX Text
0'
AutoCAD SHX Text
300'
AutoCAD SHX Text
3,699 LF AMMONIA PIPING AND UTILITIES CONDUIT 4 TO 6 FT BELOW SEA FLOOR
AutoCAD SHX Text
COE CHANNEL LINES
AutoCAD SHX Text
COE CL CHANNEL STATIONING
AutoCAD SHX Text
50' PROPOSED EASEMENT
AutoCAD SHX Text
(43)
AutoCAD SHX Text
(43)
AutoCAD SHX Text
DREDGE PERIMETER AT SURFACE MATCH TO EXISTING ELEVATION WITH 3:1 SLOPE
AutoCAD SHX Text
3650'
AutoCAD SHX Text
DREDGE SURFACE AREA = 472,000 SF, 10.84 ACRES MECHANICALLY AND HYDRAULICALLY REMOVED DREDGE VOLUME = 600,000 CUBIC YARDS
AutoCAD SHX Text
BERTH AREA
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 5 of 10
AutoCAD SHX Text
TOP SEAWALL
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
*
AutoCAD SHX Text
LP
AutoCAD SHX Text
10" FW
AutoCAD SHX Text
1" PW
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
C-04
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\03-CIVIL\C-04.DWG Scale:1:1 SavedDate:2/23/2018 Time:11:17 Plot Date: Riggs, Jason; 2/23/2018; 14:05 ; Layout:C-04
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
ENLARGED PROPOSED SITE PLAN AT PIPE BRIDGE CROSSING
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
C-04
AutoCAD SHX Text
5
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
ENLARGED PROPOSED SITE PLAN AT PIPE BRIDGE CROSSING
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
40'
AutoCAD SHX Text
20'
AutoCAD SHX Text
0'
AutoCAD SHX Text
1
AutoCAD SHX Text
C-05
AutoCAD SHX Text
50' PROPOSED PIPE LINE EASEMENT
AutoCAD SHX Text
AMMONIA PIPELINE AND UTILITIES CONDUIT (SEE SHEET C-02 FOR LIST OF PIPING AND SIZES)
AutoCAD SHX Text
VERTICAL PIPE BRIDGE SUPPORT AND PIPE TRANSFER STRUCTURE
AutoCAD SHX Text
TENDER VESSEL AND DOCK
AutoCAD SHX Text
EASEMENT BOUNDARY
AutoCAD SHX Text
3650'
AutoCAD SHX Text
N 13710931.84 E 3278105.09
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 6 of 10
AutoCAD SHX Text
EX.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
(30.00)
AutoCAD SHX Text
(10.00)
AutoCAD SHX Text
10.00
AutoCAD SHX Text
(40.00)
AutoCAD SHX Text
(20.00)
AutoCAD SHX Text
0.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
900.00
AutoCAD SHX Text
800.00
AutoCAD SHX Text
700.00
AutoCAD SHX Text
600.00
AutoCAD SHX Text
1000.00
AutoCAD SHX Text
400.00
AutoCAD SHX Text
500.00
AutoCAD SHX Text
300.00
AutoCAD SHX Text
200.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
User:jmeeker Spec:PIRNIE STANDARD File:G:\Dept\Design\Meeker\TX001459.0001\Drawings\LNG_SHIP_745X121X42D_BOW_ELEVATION.DWG Scale:1:1 Date:09/15/2016 Time:11:49 Layout:Model
AutoCAD SHX Text
XREFS: IMAGES:None
AutoCAD SHX Text
900.00
AutoCAD SHX Text
800.00
AutoCAD SHX Text
700.00
AutoCAD SHX Text
600.00
AutoCAD SHX Text
1000.00
AutoCAD SHX Text
400.00
AutoCAD SHX Text
500.00
AutoCAD SHX Text
300.00
AutoCAD SHX Text
200.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
EX.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
(30.00)
AutoCAD SHX Text
(10.00)
AutoCAD SHX Text
10.00
AutoCAD SHX Text
(40.00)
AutoCAD SHX Text
(20.00)
AutoCAD SHX Text
0.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
EX.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
(30.00)
AutoCAD SHX Text
(10.00)
AutoCAD SHX Text
10.00
AutoCAD SHX Text
(40.00)
AutoCAD SHX Text
(20.00)
AutoCAD SHX Text
0.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
EX.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
(30.00)
AutoCAD SHX Text
(10.00)
AutoCAD SHX Text
10.00
AutoCAD SHX Text
(40.00)
AutoCAD SHX Text
(20.00)
AutoCAD SHX Text
0.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
C-5
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\03-CIVIL\C-5.DWG Scale:1:1 SavedDate:2/23/2018 Time:11:21 Plot Date: Riggs, Jason; 2/23/2018; 11:21 ; Layout:C-5
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
OFF SHORE DOCK DREDGING CROSS SECTIONS
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
C-05
AutoCAD SHX Text
F. RAMPS
AutoCAD SHX Text
F. RAMPS
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
MLLW ( 0.00' )
AutoCAD SHX Text
EX. SEA BOTTOM
AutoCAD SHX Text
ELEV (43.00' )
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
(7.30')
AutoCAD SHX Text
MLLW ( 0.00' )
AutoCAD SHX Text
EX. SEA BOTTOM
AutoCAD SHX Text
(7.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(36.00')
AutoCAD SHX Text
(8.20')
AutoCAD SHX Text
(7.00')
AutoCAD SHX Text
(7.10')
AutoCAD SHX Text
(6.80')
AutoCAD SHX Text
(6.90')
AutoCAD SHX Text
(7.00')
AutoCAD SHX Text
(7.30')
AutoCAD SHX Text
ELEV ( 12.00' )
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
(10.0')
AutoCAD SHX Text
(15.00')
AutoCAD SHX Text
(39.50')
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
HORZ 1" = 60'
AutoCAD SHX Text
VERT 1" = 15'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
HORZ 1" = 60'
AutoCAD SHX Text
VERT 1" = 15'
AutoCAD SHX Text
DREDGED CHANNEL CROSS SECTION
AutoCAD SHX Text
C-05
AutoCAD SHX Text
STA 33+000
AutoCAD SHX Text
DREDGED CHANNEL CROSS SECTION
AutoCAD SHX Text
C-05
AutoCAD SHX Text
STA 32+755
AutoCAD SHX Text
ELEV (12.00' )
AutoCAD SHX Text
(7.30')
AutoCAD SHX Text
(7.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(12.00')
AutoCAD SHX Text
(36.00')
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
(43.00')
AutoCAD SHX Text
ELEV (43.00' )
AutoCAD SHX Text
CENTERLINE OF COE CHANNEL
AutoCAD SHX Text
SHIP BERTH
AutoCAD SHX Text
EDGE OF CHANNEL LINE
AutoCAD SHX Text
CENTERLINE OF COE CHANNEL
AutoCAD SHX Text
EDGE OF CHANNEL LINE
AutoCAD SHX Text
PIER HEADLINE
AutoCAD SHX Text
PIER HEADLINE
AutoCAD SHX Text
SHIP BERTH
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 7 of 10
AutoCAD SHX Text
0.00
AutoCAD SHX Text
50.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
150.00
AutoCAD SHX Text
200.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
300.00
AutoCAD SHX Text
350.00
AutoCAD SHX Text
400.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
13.50
AutoCAD SHX Text
22.50
AutoCAD SHX Text
29.00
AutoCAD SHX Text
50.00
AutoCAD SHX Text
-50.00
AutoCAD SHX Text
EX. ELEV.
AutoCAD SHX Text
PROP. ELEV.
AutoCAD SHX Text
0.00
AutoCAD SHX Text
50.00
AutoCAD SHX Text
-50.00
AutoCAD SHX Text
EX. ELEV.
AutoCAD SHX Text
PROP. ELEV.
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
C-06
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\03-CIVIL\C-06.DWG Scale:1:1 SavedDate:2/23/2018 Time:14:42 Plot Date: Riggs, Jason; 2/23/2018; 14:43 ; Layout:C-6
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
OFF SHORE DOCK SEAWALL CROSS SECTIONS
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
C-06
AutoCAD SHX Text
7
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
MLLW ( 0.00' )
AutoCAD SHX Text
AMMONIA PIPING & UTILITY CONDUIT 4 TO 6 FT DEPTH
AutoCAD SHX Text
13.50'
AutoCAD SHX Text
29.00'
AutoCAD SHX Text
11.00'
AutoCAD SHX Text
(1.50')
AutoCAD SHX Text
(11.00')
AutoCAD SHX Text
(12.50')
AutoCAD SHX Text
(10.50')
AutoCAD SHX Text
(10.00')
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
SEAWALL PIPE BRIDGE SECTION
AutoCAD SHX Text
C-04
AutoCAD SHX Text
PRODUCT PIPE & UTILITIES
AutoCAD SHX Text
BOX TRUSS PIPE BRIDGE
AutoCAD SHX Text
WATERSIDE PIPE BRIDGE TOWER SUPPORT STRUCTURE WITH DRIVEN PILES THROUGH PIPE SLEEVES OF STRUCTURE
AutoCAD SHX Text
SEA FLOOR
AutoCAD SHX Text
EXISTING COVERSTONE 6-8 TON
AutoCAD SHX Text
1
AutoCAD SHX Text
13.50'
AutoCAD SHX Text
22.50'
AutoCAD SHX Text
11.00'
AutoCAD SHX Text
(1.50')
AutoCAD SHX Text
(11.00')
AutoCAD SHX Text
(12.50')
AutoCAD SHX Text
(10.50')
AutoCAD SHX Text
(10.00')
AutoCAD SHX Text
EXISTING COMPACTED EARTH FILL
AutoCAD SHX Text
EXISTING 1/2"-200 LB. BLANKET STONE
AutoCAD SHX Text
EXISTING 200-1000 LB. RIPRAP
AutoCAD SHX Text
EXISTING TOE PROTECTION STONE 2-4 TONS
AutoCAD SHX Text
FILL PIPE TRENCH WITH TREME CONCRETE, ESTIMATED QUANTITY, 4 CUBIC YARDS
AutoCAD SHX Text
* UTILITIES TO BE LOCATED ON THE PIPE BRIDGE INCLUDE: (1) 12" LIQUID AMMONIA(1) 6" VAPOR RETURN LINE(1) 4" RECIRCULATION LINE(1) 2" NITROGEN LINE(1) 2" INSTRUMENT AIR LINE(2) 4" COMMUNICATION LINE DUCTS(1) 480V ELECTRICAL LINE (1) 4" WATER LINE(1) 12" STORMWATER DRAIN LINE TO OUTFALL
AutoCAD SHX Text
CL ASPH ROAD
AutoCAD SHX Text
LANDSIDE PIPE BRIDGE TOWER SUPPORT STRUCTURE WITH CONCRETE CAP AND AUGER CAST PILES
AutoCAD SHX Text
GENERAL LIMITS OF COMPACTED FILL SEE NOTE 1
AutoCAD SHX Text
NOTE: 1.LEVEE STATIONING, GENERAL LIMITS OF COMPACTED FILL AND LEVEE STATIONING, GENERAL LIMITS OF COMPACTED FILL AND EXISTING MATERIALS OF THE LEVEE SHOWN ARE BASED ON U.S. ARMY CORPS OF ENGINEERS' TEXAS CITY, TEXAS LEVEE STA. 446+10 TO STA. 477+27 AS-BUILT DRAWINGS DATED JANUARY 1967.
AutoCAD SHX Text
MHHW ( 1.41' )
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 8 of 10
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
S-1
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\05-STRUCTURAL\S-1.DWG Scale:1:1 SavedDate:2/23/2018 Time:08:11 Plot Date: Riggs, Jason; 2/23/2018; 14:25 ; Layout:S-1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
OFF SHORE DOCK PLAN AND SECTION
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
S-01
AutoCAD SHX Text
8
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
S-01
AutoCAD SHX Text
1
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
S-01
AutoCAD SHX Text
1
AutoCAD SHX Text
TOP OF WORKING PLATFORM EL. 26.0'
AutoCAD SHX Text
MLLW EL. 0.0'
AutoCAD SHX Text
PILE TIP EL. -110.0'
AutoCAD SHX Text
PRELIMINARY DESIGN LOADS DEAD LOAD AS APPLICABLE LIVE LOAD DOCK LOADING - 300 PSF, 3,000 LBS. ACCESS CATWALKS - 60 PSF, 500 LBS. WIND LOADING 155 MPH PER ASCE 7-10 SEISMIC CRITERIA (PER IBC 2012/2015, ASCE 7-10) S = 0.070g S = 0.078g SOIL SITE CLASSIFICATION E
AutoCAD SHX Text
DREDGE EL. -43.0'
AutoCAD SHX Text
APPROXIMATE TOE OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
1/64" = 1'-0"
AutoCAD SHX Text
32'
AutoCAD SHX Text
0
AutoCAD SHX Text
64'
AutoCAD SHX Text
128'
AutoCAD SHX Text
1/64" = 1'-0"
AutoCAD SHX Text
32'
AutoCAD SHX Text
0
AutoCAD SHX Text
64'
AutoCAD SHX Text
128'
AutoCAD SHX Text
KEY NOTES 1.PILES DESIGNED TO ACCOUNT FOR SCOUR PILES DESIGNED TO ACCOUNT FOR SCOUR AROUND PILES DUE TO PROPELLER WASH. 2.DRIVEN CONCRETE PILES. ESTIMATED SIZE DRIVEN CONCRETE PILES. ESTIMATED SIZE 24 IN SQUARE OR 36 IN DIAMETER ROUND PILES, ESTIMATED QUANTITY 145. 3.PRE-CAST OR CAST IN PLACE (CIP) PRE-CAST OR CAST IN PLACE (CIP) CONCRETE FRAMING OR STEEL FRAMING. ESTIMATED SIZE 3 FT-6 IN WIDE X 4 FT-0 IN HIGH IF CONCRETE. 4.PRE-CAST CONCRETE FLAT DOCK SLAB PRE-CAST CONCRETE FLAT DOCK SLAB WITH REINFORCED CIP CONCRETE TOPPING OR CIP CONCRETE DECK. ESTIMATED SIZE 2 FT-0 IN THICK, 1 FT-6 IN THICK PRECAST AND 8 IN THICK CAST IN PLACE CONCRETE TOPPING. 5.MOORING DOLPHIN WITH 6 OR 4 PILE MOORING DOLPHIN WITH 6 OR 4 PILE GROUP AND HEAVY LOAD RATED MOORING DEVICE. ESTIMATED SIZE 10 OR 20 FT-0 IN SQUARE BY 10 FT-6 IN DEEP 6.BREASTING DOLPHIN WITH 6 PILE GROUP, BREASTING DOLPHIN WITH 6 PILE GROUP, SUPER CONE FENDER AND 300 TON RATED MOORING DEVICE. ESTIMATED DOLPHIN SIZE 20 FT-0 IN SQUARE BY 10 FT-6 IN DEEP REINFORCED CIP CONCRETE. 7.SUPER CONE FENDERS. SUPER CONE FENDERS. 8.ALUMINUM MOORING DOLPHIN ACCESS ALUMINUM MOORING DOLPHIN ACCESS PLATFORM/CATWALKS, TRUSS STYLE PRE-FABRICATED BRIDGE STRUCTURE WITH INTERMEDIATE PILE SUPPORT WHERE SHOWN. ESTIMATED SIZE 4 FT-0 IN WIDE WITH 3 FT-6 IN HIGH SIDES. 9.TELESCOPING GANGWAY SHIPS LADDER. TELESCOPING GANGWAY SHIPS LADDER. 10.FLOATING DOCK AND ACCESS STAIRS FOR FLOATING DOCK AND ACCESS STAIRS FOR 30'-0" TO 36'-0" VESSEL. NOTE: STRUCTURAL DETAILS AND TYPE ARE CONCEPTUAL IN NATURE AND MAY VARY AS DESIGN PROGRESSES BY THE ENGINEERING PROCUREMENT CONTRACTOR. LOCATION OF MOORING DEVICES AND DOCK WORKING PLATFORM SHALL REMAIN IN THE SAME GENERAL LOCATION AS SHOWN.
AutoCAD SHX Text
TOP OF DOLPHINS EL. 11.5'
AutoCAD SHX Text
TYP AROUND PILES
AutoCAD SHX Text
TYP AT BREASTING DOLPHINS
AutoCAD SHX Text
TWO WITH BOLLARDS FOR SPRING LINES
AutoCAD SHX Text
MOORING DOLPHINS TYP OF 4
AutoCAD SHX Text
AMMONIA PIPING AND UTILITIES CONDUIT 4 TO 6 FEET BELOW SEA FLOOR
AutoCAD SHX Text
DOCK PLAN
AutoCAD SHX Text
S
AutoCAD SHX Text
1
AutoCAD SHX Text
PARAMETER
AutoCAD SHX Text
OPERATIONAL LEVEL
AutoCAD SHX Text
STORM CONDITIONS
AutoCAD SHX Text
WIND SPEED (KNOTS)
AutoCAD SHX Text
WIND DIRECTION (DEGREES)
AutoCAD SHX Text
WIND-WAVE DIRECTION
AutoCAD SHX Text
SIGNIFICANT WAVE HEIGHT (FEET), Hmo
AutoCAD SHX Text
SPECTRAL PEAK PERIOD (SECONDS), Tp
AutoCAD SHX Text
35
AutoCAD SHX Text
60
AutoCAD SHX Text
110
AutoCAD SHX Text
110
AutoCAD SHX Text
EAST-SOUTHEAST
AutoCAD SHX Text
EAST-SOUTHEAST
AutoCAD SHX Text
2.7
AutoCAD SHX Text
6.0
AutoCAD SHX Text
3.3
AutoCAD SHX Text
4.6
AutoCAD SHX Text
SUMMARY OF WAVE DESIGN CRITERIA
AutoCAD SHX Text
PARAMETER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
VALUE [UNITS]
AutoCAD SHX Text
SEA-LEVEL RISE
AutoCAD SHX Text
WIND SPEED
AutoCAD SHX Text
MEAN VALUE BY 2050
AutoCAD SHX Text
2.4 FT
AutoCAD SHX Text
1% WIND SPEED
AutoCAD SHX Text
SUMMARY OF WIND AND WATER LEVEL DESIGN CRITERIA
AutoCAD SHX Text
CURRENT VELOCITY
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
1.0 KNOT AT 0 & 180 DEG
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
BASED ON NRC (2012) REPORT
AutoCAD SHX Text
OCIMF GUIDELINES
AutoCAD SHX Text
60 KNOTS
AutoCAD SHX Text
ALL DIRECTIONS, 30-SEC, 10-M ALTITUDE
AutoCAD SHX Text
OPERATIONAL SPEED
AutoCAD SHX Text
35 KNOTS
AutoCAD SHX Text
ALL DIRECTIONS, 30-SEC, 10-M ALTITUDE
AutoCAD SHX Text
WATER LEVELS
AutoCAD SHX Text
DHT
AutoCAD SHX Text
3.7 FT-NAVD88
AutoCAD SHX Text
PRESENT DAY FEMA SWE PLUS SLR BY 2066
AutoCAD SHX Text
DESIGN HIGH TIDE
AutoCAD SHX Text
DLT
AutoCAD SHX Text
-1.3 FT-NAVD88
AutoCAD SHX Text
DESIGN LOW TIDE
AutoCAD SHX Text
15.2 FT-NAVD88
AutoCAD SHX Text
1% STORM SURGE (FUTURE)
AutoCAD SHX Text
MOORING DOLPHINS TYP OF 4
AutoCAD SHX Text
TYP AT BREASTING DOLPHINS
AutoCAD SHX Text
APPROXIMATE TOP OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
DOCK AREA AND ACCESS PLATFORM AREAS = 14,600 SF
AutoCAD SHX Text
DOLPHIN AREA = 3,200 SF
AutoCAD SHX Text
FLOATING DOCK AREA = 240 SF
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 9 of 10
AutoCAD SHX Text
User:jmeeker Spec:PIRNIE STANDARD File:G:\Dept\Design\Meeker\TX001459.0001\Drawings\LNG_SHIP_745X121X42D_TOP_PLAN.DWG Scale:1:1 Date:09/15/2016 Time:11:45 Layout:Model
AutoCAD SHX Text
XREFS: IMAGES:None
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
SEALS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
S-1A
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
.
AutoCAD SHX Text
LEGAL ENTITY: ARCADIS U.S., INC.
AutoCAD SHX Text
ARCADIS U.S., INC.
AutoCAD SHX Text
GALVESTON CO., TEXAS CITY, TEXAS
AutoCAD SHX Text
GULF COAST AMMONIA PLANT PROJECT GULF COAST AMMONIA TERMINAL DOCK, 408 SEAWALL PIPE BRIDGE CROSSING
AutoCAD SHX Text
ARCADIS PROJ. NO. TX001459.0001
AutoCAD SHX Text
FEBRUARY 23, 2018
AutoCAD SHX Text
TX001459.0001
AutoCAD SHX Text
PERMIT REVIEW SUBMITTAL DO NOT USE FOR CONSTRUCTION
AutoCAD SHX Text
11
AutoCAD SHX Text
COPYRIGHT:
AutoCAD SHX Text
2015
AutoCAD SHX Text
User:JRIGGS Spec:AUS-NCSMOD File:E:\GULFCOAST AMMONIA CORP\TX001459.0001 DOCK 5\DRAWINGS\00-GLO DRAWINGS SUBMITTAL - 8X11\05-STRUCTURAL\S-1A.DWG Scale:1:1 SavedDate:2/23/2018 Time:11:25 Plot Date: Riggs, Jason; 2/23/2018; 14:23 ; Layout:S-1A
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
GCA TERMINAL DOCK
AutoCAD SHX Text
OFF SHORE DOCK MOORING PLAN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
S-01A
AutoCAD SHX Text
9
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
C. BOOTH
AutoCAD SHX Text
J. RIGGS
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
32'
AutoCAD SHX Text
0
AutoCAD SHX Text
64'
AutoCAD SHX Text
128'
AutoCAD SHX Text
AMMONIA PIPING AND UTILITIES CONDUIT 4 TO 6 FEET BELOW SEA FLOOR
AutoCAD SHX Text
MOORING PLAN
AutoCAD SHX Text
(2) 2500t AMMONIA BARGES AND 120' LONG INLAND TUGBOAT
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
32'
AutoCAD SHX Text
0
AutoCAD SHX Text
64'
AutoCAD SHX Text
128'
AutoCAD SHX Text
MOORING PLAN
AutoCAD SHX Text
APPROXIMATE TOE OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
APPROXIMATE TOP OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
APPROXIMATE TOE OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
APPROXIMATE TOP OF DREDGE SLOPE SEE CIVIL PLANS
AutoCAD SHX Text
674' TO 500' LOA RANGE OF LHG VESSELS
AutoCAD SHX Text
LARGEST VESSEL SIZE - 672.50' LOA, 105.64' BEAM WIDTH
AutoCAD SHX Text
LARGEST COMBINED BARGE SIZE - END TO END = 620' LOA x 50' WIDE SIDE BY SIDE = 310' LOA x 100' WIDE
FIGURE4
Austin
³
Dredge FootprintPlacement Area
Texas General Land OfficeUSACE Cells 5 and 6City of Texas City
Gulf Coast AmmoniaDredge Placement Areas
USACE Real Estate ApplicationGalveston Bay, Texas City, Texas
January 2018
0 0.25 0.5 0.75Miles
SWG-2017-00096 2/23/2018 Gulf Coast Ammonia, LLC Page 10 of 10