B.08_GDP_BCOES_PLANS.pdf
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Garibaldi - Depoe Bay Pipeline Maintenance Dredging 2019 - PLANS
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CHANNELS AND HARBORS PROJECT
OPERATIONS MANAGER
RECOMMENDATION AND APPROVAL OF ALL THE
SIGNATURES AFFIXED HEREON INDICATE OFFICIAL
DWANE E. WATSEK
CHIEF, OPERATIONS DIVISION
COMMANDING
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
RONALD FLODIN, P.E., PMP
ELIZABETH R. WELLS, P.E. AARON L. DORF
COLONEL, EN
GARIBALDI / DEPOE BAY PIPELINE
MAINTENANCE DREDGING 2019
of Engineers Portland District
US Army Corps
DATE:
DRAWINGS IN THIS SET
T M
H
T M
H
S U
B M
IT
T E
D B
Y
COLUMBIA
RIVER
W
IL
L A
M E
T T
E R
IV
E
R
K A
R L
A G E
L L
IS
TABLE OF CONTENTS AND VICINITY MAP
FILE
NUMBERNUMBER
DESCRIPTION
CONTRACT DRAWING INDEX
S N
A K
E
R
IV
E R
P A
C
IF
IC
O
C E
A N
OREGON
LOCATIONS
PROJECT
NEVADA
CALIFORNIA
WASHINGTON
C H
IE
F
W A
T E
R W
A Y
S M
A
IN
T E
N A
N C
E S
E C
T
C O
R P
S O
F E
N G
IN
E E
R S
S C
A L E
P L
O T
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
A W
A R
D D
A T
E
D R
A W
N B
Y
D E
S
IG
N F
IL
E N
A M
E
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T P
O R
T L
A N
D
P O
R T
L A
N D
O R
E G
O N
SAFETY IS A PART
OF YOUR CONTRACT
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
NAME
FILE
DRAWING
IDAHO
N
T A
B L E O
F C
O N
T E
N T S A
N D V
IC
IN
T Y M
A P
D A
T E
P L
O T
DWG 1 OF 4
W
N
B
GDP-IND-000
G D
P -I
N D -0
.D
W G
GDP-GPS-000
GDP-GAC-000
GDP-IND-000
S O
L
IC
IT
A T
IN
N
O
GARIBALDI
DEPOE BAY
E A
S
MAINTENANCE DREDGING 2019
GARIBALDI / DEPOE BAY PIPELINE
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
G A
R
IB
A L
D I
D E
P O
E B
A Y P
IP
E L
IN
E
GDP-DEP-000 4
PLANNING LAYOUT DRAWING
DEPOE BAY
PLANNING LAYOUT DRAWING
GARIBALDI FLOW LANE PLACEMENT
PLANNING LAYOUT DRAWING
GARIBALDI BOAT BASIN ACCESS CHANNEL
-A
P R -1
MORGAN
BOAT
Garibaldi 19 Fl W
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM PAY DEPTH
A
A
C
E
D
B
F
G
A
X ,3
,0
Y 707,000
X ,3
,0
Y 706,000
X ,3
,0
X ,3
,0
Y 706,000
Y 707,000
A
B
52+8
-18' MLLW CONTOUR
-20' MLLW CONTOUR
H
I
STA. 03+00+00
OF DREDGE AREA #1
DOWNSTREAM LIMIT
STA. 03+09+71
OF DREDGE AREA #1
UPSTREAM LIMIT
ACCESS CHANNEL
OF DREDGE AREA #2
DOWNSTREAM LIMIT
ACCESS CHANNEL
OF DREDGE AREA #1
UPSTREAM LIMIT
DREDGE AREA #1
-12' MLLW CONTOUR
-14' MLLW CONTOUR
DREDGE AREA #2
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
FILE
NAME
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T P
O R
T L
A N
D
C O
R P
S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
D E
S
IG
N E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
A W
A R
D D
A T
E
P L
O T
S C
A L E
D E
S
IG
N F
IL
E N
A M
E
S U
B M
IT
T E
D B
Y
C H
IE
F
W A
T E
R W
A Y
S M
A
IN
T S
E C
T
P L
O T
D A
T E
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
D A
T E
A P
P R
M A
R K
G A
R
IB
A L
D I
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
T M
H
E A
S
T M
H K
A R
L A G E
L L
IS
S O
L
IC
IT
A T
IO
N N
O
W
N
B
LEGEND
Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges
Flow Arrows Harbor Lines State Boundary
Aids to Navigation
Lighthouses Lights Lighted Ranges Lighted Buoys Unlighted Buoys Daybeacons Seasonal Lights and Lighted Dredging Ranges
Benchmarks Gages Staff Recording
Front Rear
Straight Tidal
River Mileage from Mouth 10
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
SCALE IN FEET
OF YOUR CONTRACT
SAFETY IS A PART
7327659.86 706221.20
7328612.06 706394.83
706368.277327632.45
7328589.06 706543.53
7327641.92 706367.04 made on the dates indicated and can only be considered as indicating the The information depicted on this map represents the results of surveys
Control is by USACE and NOS-C&GS.
general condition existing at that time.
NOTES
Location of river mile markers and terrain features are approximate.
Reference is Navigation Chart No. 18558.
Elevations are shown thus: +2, indicating height in feet above MLLW.
Aerial photography taken by U.S.D.A. Fall 2009
U.S. Survey Feet).
Northing: 707374 Easting: 7327846
STAFF GAGE AT FUEL DOCK GARIBALDI MARINA
Datum is Mean Lower Low Water. (MLLW is 3.09 feet below National Geodetic
Vertical Datum at the Garibaldi boat basin, 1947 adjustment.)
Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Soundings are shown in feet and indicate depths below MLLW.
bar to deep water in the bay and thence a channel 18 feet deep and 200 feet wide to a turning basin 18 feet deep and 500 feet wide in
THE EXISTING PROJECT
Provides for a channel 18 feet deep and 200 feet wide across the ocean at Garibaldi. The turning basin in Miami Cove is not currently maintained.
Miami Cove at Reedsport.
Also provides for a small boat basin and an approach 12 feet deep
N
X COORDINATE Y COORDINATE
DREDGE AREA #1 COORDINATES
7328589.06 706543.53
7328515.96 707016.20
706491.777328311.44
7328367.76 706993.09
7328419.61 706660.56
X COORDINATE Y COORDINATE
DREDGE AREA #2 COORDINATES
H
I
C
D
E
F
G
G
50' 50' 100' 150' 200'
B O
A T B
A S
IN
A
C C
E S
S C
H A
N N
E L
GDP-GAC-000
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
G A
R
IB
A L
D I P
IP
E L
IN
E
D E
P O
E B
A Y
DWG 2 OF 4
G D
P -G
A C -0
.D
W G
-A
P R -1
BETWEEN POINTS C AND G
VERTICAL SLOPE
BETWEEN POINTS D AND E
VERTICAL SLOPE
191919
222222
19 19
19 20
2020 21
21 21
222222
23 2323
131313
151515
181818
19 19
19 20
20 20
23 2323
23 24
24 24 24
24 2424
24 24
13 1313
14 15
15 1515 16 16
181818
19 1919
20 2020
20 20
2222 22
23 23
23 23
12 12
13 13
15 15
18 1818
21 2121
21 21
242424
242424
181818
2020 20
20 20
21 21
232323
24 24
10101011
121212
141414
15 16
161717
14 1414
141515
171818
22 22
131414
101011
141414
10 11
171818
19 19
121212
141515
21 21
17 17
11 12
12 12
141414
191919
101011
1414 1414
5 5
6 6
18 18
6 6
121212
13 13
4 7
12 12 12
12 12 12
131313
13 13
15 15
8 8 9
10 10
11 11
12 12
13 13
13 13
15 1515
5 5
9 9
1010 10 10 1010
11 11
12 12
12 12
5 5
8 8
9 9 9
11 11
14 14
5 5 5
6 7
10101010
13 13
7 7 8 8
999 9
10 10
7 7 8 8
10 10
7 7 8
89 9
9 999
10 1010
121212
4 5
7 7
88 8
5 6 6
88 8
9 9
12 12
12 12
13 13
8 8 8
8 9
6 6 6
7 7
7 7
11 11
4 4
9 9
1010 10
11 11
5 5 5
7 7
8 8
8 8
121212
3 3
6 6 6
7 7
8 8
8 8
9 9 9
9 9
9 9
10 10
5 5
6 6
8 8
10 10
11 11
11 11
6 6
7 7
7 8
8 8
1212 12
121212
5 5
8 8
111111
9 9
11 11
1010 10
5 5
5 5
10 10
5 5
10 10
10 10
11 11
-0
-0
-0
-0
8 8
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
7 7
8 8
9 9
11 11
12 12
-1 -1
-1
-0
-0
-0
-0
7 7
8 8
10 10
-1
-1
-1
-1
-1
-1
-1
-0
44 4
5 5
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1 -0
4 4
4 4
7 7
7 7
7 7
9 9
9 9
-1
-1
-1
-1
-1 -1
-0
-1 -1
-1 -1
-1 -1
-1 -1
-1 -0
4 4
-1
-1
-1
-1 -1
-1 -1
-1
-1
-1
18-SEP-18
SURVEY DATE
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM PAY DEPTH
CL
-18' MLLW
-20' MLLW
STA. 03+03+00
CROSS SECTION A - A
50' 97'
CROSS SECTION B - B
-12' MLLW
-14' MLLW
20 B
B
X ,3
,0
Y 707,000
Y 706,000Y 706,000
Y 707,000
X ,3
,0
F
C
A
D
E
B
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
FILE
NAME
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T P
O R
T L
A N
D
C O
R P
S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
D E
S
IG
N E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
A W
A R
D D
A T
E
P L
O T
S C
A L E
D E
S
IG
N F
IL
E N
A M
E
S U
B M
IT
T E
D B
Y
C H
IE
F
W A
T E
R W
A Y
S M
A
IN
T S
E C
T
P L
O T
D A
T E
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
D A
T E
A P
P R
M A
R K
G A
R
IB
A L
D I
T M
H
E A
S
T M
H K
A R
L A G E
L L
IS
S O
L
IC
IT
A T
IO
N N
O
W
N
B
LEGEND
Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges
Flow Arrows Harbor Lines State Boundary
Aids to Navigation
Lighthouses Lights Lighted Ranges Lighted Buoys Unlighted Buoys Daybeacons Seasonal Lights and Lighted Dredging Ranges
Benchmarks Gages Staff Recording
Front Rear
Straight Tidal
River Mileage from Mouth 10
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
SCALE IN FEET
OF YOUR CONTRACT
SAFETY IS A PART
made on the dates indicated and can only be considered as indicating the The information depicted on this map represents the results of surveys
Control is by USACE and NOS-C&GS.
general condition existing at that time.
NOTES
Location of river mile markers and terrain features are approximate.
Reference is Navigation Chart No. 18558.
Elevations are shown thus: +2, indicating height in feet above MLLW.
Aerial photography taken by U.S.D.A. Fall 2009
U.S. Survey Feet).
Northing: 707374 Easting: 7327846
STAFF GAGE AT FUEL DOCK GARIBALDI MARINA
Datum is Mean Lower Low Water. (MLLW is 3.09 feet below National Geodetic
Vertical Datum at the Garibaldi boat basin, 1947 adjustment.)
Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Soundings are shown in feet and indicate depths below MLLW.
bar to deep water in the bay and thence a channel 18 feet deep and 200 feet wide to a turning basin 18 feet deep and 500 feet wide in
THE EXISTING PROJECT
Provides for a channel 18 feet deep and 200 feet wide across the ocean at Garibaldi. The turning basin in Miami Cove is not currently maintained.
Miami Cove at Reedsport.
Also provides for a small boat basin and an approach 12 feet deep
N
G
H
CELL A
DISPOSAL SITE COORDINATES
CELL B
DISPOSAL SITE COORDINATES
CELL C
DISPOSAL SITE COORDINATES
CELL A
CELL B
CELL C
A
B
G
H
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE Y COORDINATEX COORDINATE
X ,3
,0
X ,3
,0
DWG 3 OF 4
P L
A C
E M
E N
T S
IT
E L
A Y
O U
T D
R A
W
IN
G
50' 50' 100' 150' 200'
F L
O W L
A N
E P
L A
C E
M E
N T S
IT
E
IN EACH CELL
PLACE MATERIAL UNIFORMLY
EACH CELL 100' x 600'
THE END OF EBB TIDE.
TERMINATE DISCHARGE BEFORE
INITIATE DISCHARGE DURING EBB TIDE.
MAX FILL TO -20 FT. MLLW
GARIBALDI FLOW LANE PLACEMENT SITE
C
D
E
F
B
C
F
G
7325566.25 706485.35
7326161.26 706408.07
7326148.38 706308.91
7325553.37 706386.18
7324971.25 706562.62
7325566.25 706485.35
7325553.37 706386.18
7324958.37 706463.46
7324376.25 706639.90
7324971.25 706562.62
7324958.37 706463.46
7324363.37 706540.73
GDP-GPS-000
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
G A
R
IB
A L
D I
D E
P O
E B
A Y P
IP
E L
IN
E
G D
P -G
P S -0
.D
W G
-A
P R -1
191919
20 20
18 18
21 21
18 19
21 21
22 22
20 21
17 18
19 19
20 20
17 171818
18 1818
19 19
19 1919
191919 191920
202020
17 1717
181919
2020 20
191919
20 20
21 21
171718
19 19
15 1516
161617
212121
20 20
19 19
19 20
21 2121
15 15
19 19
19 19
20 20
16 16
18 19
19 19
21 21
23 23
16 16 16 1717
19 19
21 21
1818 19
21 21
17171818
19 19
2020 20
2121 21
151515
16 16
21 21
151616 16 16
19 1919
20 2020
22 22
16 16
16 16
17 17
18 19
181818
1919 19
232323
18 18
19 1919
22 22
171818
19 1919
17 17
181818 181818
20 20
181818 1818
19191919
17 17
181919
192020
17 17
18 1818
21 21
18 18
192020
2020 20
191919
20 20
17 17
181818
19 1919
171717
18181818
20 20
19191919
20 202020
17 17 1717171818 18
171717 1717
19 19 20 2020
17 17 171717
1819 19
191920
17 171717
1919 1919
17 17
181818
171717 17 17 17
20 20
20 20
22 22
171717
18 18
19 19
22 22
18 1818
19 19
2020 20
2121 21
21 21
20 2020 20
22 22
1919 19 19 19
19 20
191919
181819
18 18 181818
19 19 19
18 18 181818
1818 18
18 18
181819
18 18
19 19
19 19
20 20
21 21
21 21
222222
1919 19
202020
22 22
181819 191919
20 20
20 20
18 18
19 19
20 20
1415 15
25 25
13 13
14 15
16 16
22 22 22
25 25
14 14
20 20
202020
212121
25 25
26 26
20 20 20
21 21
24 25
252626
27 27
13 1313
14 14
14141515
22 22
24 25
14 14
14 14
15 15
15 15
16 16
18 19
15 16
10-JUL-18
SURVEY DATE
X ,2 ,5
X ,2 ,0
Y 437,000
X ,2 ,5
X ,2 ,0
Y 436,500
X ,2 ,5
X ,2 ,5
Y 437,000
Y 436,500
X ,2 ,0
GAGE
STAFF
Range Front, Occ R Depoe Bay Entrance
Floodlight
Range Rear, Occ R Depoe Bay Entrance
Floodlight
Floodlight
VERTICAL CL 30 FT ABOVE MLLW
FIXED BRIDGE
HORIZONTAL CL 50 FT
OVERALL DIMENSIONS
250ft. x 120ft.
MATERIAL PLACEMENT
SITE DE-05-SZ (DP-1)
Q 198 1940
NO 1 1952
NO 2 1952
REEF 1952
Bar Warning Sign
D B -1 M
A Y
B R A S S P
LU
G
P O R T M
O N
REEF RM 1 1952
U S C G R
M
02-25-B
N
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
FILE
NAME
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T P
O R
T L
A N
D
C O
R P
S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
D E
S
IG
N E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
A W
A R
D D
A T
E
P L
O T
S C
A L E
D E
S
IG
N F
IL
E N
A M
E
S U
B M
IT
T E
D B
Y
C H
IE
F
W A
T E
R W
A Y
S M
A
IN
T S
E C
T
P L
O T
D A
T E
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
D A
T E
A P
P R
M A
R K
N.T.S.
D E
P O
E B
A Y
MADE FOR SLOPE
NO PAYMENT WILL BE
ASSUME VERTICAL SIDES
REQUIRED DREDGING DEPTH
MAXIMUM PAY DEPTH
X ,2 ,0
Y 436,000
Y 436,000
GDP-DEP-000
DWG 4 OF 4
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
G A
R
IB
A L
D I
D E
P O
E B
A Y P
IP
E L
E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
T M
H
E A
S
T M
H K
A R
L A G E
L L
IS
G D
P -D
E P -0
.D
W G
S O
L
IC
IT
A T
IO
N N
O
W
N
B
SURF ZONE COORDINATES
LEGEND
Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges
Flow Arrows Harbor Lines State Boundary
Aids to Navigation
Lighthouses Lights Lighted Ranges Lighted Buoys Unlighted Buoys Daybeacons Seasonal Lights and Lighted Dredging Ranges
Benchmarks Gages Staff Recording
Front Rear
Straight Tidal
River Mileage from Mouth 10
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
Soundings are shown in feet and indicate depths below MLLW.
Elevations are shown thus: +2, indicating height in feet above MLLW.
The information depicted on this map represents the results of surveys
(NAD 83, U.S. Survey Feet).
Control is by USACE.
made on the dates indicated and can only be considered as indicating the general condition existing at that time.
NOTES
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone
Vertical Datum is Mean Lower Low Water 1983-2001. (MLLW is 0.62 feet below North American Vertical Datum (NAVD 88) at the Coast Guard Dock).
Reference is Navigation Chart No. 18561.
2012 Aerial Photography data source: USDA, Service Center Agencies
STAFF GAGE ON PILING: Northing: 436758 Easting: 7278203
SCALE IN FEET
OF YOUR CONTRACT
SAFETY IS A PART
X COORDINATE Y COORDINATE
A
B
C
D
E
F
G
H
J
K
L
M
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE
050' 50' 100' 150' 200'
7278083.12 437170.69
7278384.67 437318.19
7278525.30 437323.27
7278565.90 437284.18
7278589.28 436574.97
7278269.66 436564.46
7278216.67 436725.35
7278138.84 437089.97
7277650.79 436837.49
7277770.79 436837.49
7277770.79 436587.49
7277650.79 436587.49
10-SEP-2014
SURVEY DATE
B O
A T R
A M
P
B
A
D
C
EF
G
H
I
J K
L M
I 7278102.58 437124.63
-10 ft. MLLW
CROSS SECTION A - A
365'
-9 ' MLLW CONTOUR
-10' MLLW CONTOUR
DREDGE AREA COORDINATES
B O
A T B
A S
-A
P R -1
5 5 6 6 6 6 5 5 4 3 2 2 2 2
55555566666666666
6 6 6 6 6 6 5 5 5 5 4 4 4 3 3 3 3 3 3 3 2 2 2
66666666666
6 6 6 6 6 6 6 6 5 5 4 4 3 3 3 3 3 3 3 3 3
66666666
6 6 6 6 6 6 6 6
6 6 5 6 5 5 5 6 5 4 4 4 3 3 3 3 3 3 3 3
77666
6 7 7 7 7 76
7 7
7 7 7
7 77
66666777741-
7 7
6 7 7 7 7 7 7 7 7 6 7 7 6 6 7 6 6 6 6 7 7 7 7 6 6 6 6 6 6 6 5 5
77777620
7 6 6 6 6 7 6 7 7 7 6 7 7 6 6 7 7 7 7 7 7 6 7 6 6 6 6 6 5
7777777777752
7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 7 7 7 6 6 6 6 6
7777777777
7 7 7 7 7 7 7 7
7 7 7 777777777
7 8 8 7 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 7 7
888788777
7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 8 8 8 8 8 8 8 8 8 78888878777
8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 8 9 8 8 8 8 8 8 8 8 8 8 8 78888888888
8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 8 8 8 8 8 8 8 8 8 8 7
888888888
8 8 8 8 8 8 8 8 8 8 8 8 8 8
8 8 8 8 9 9
9 9 9 9 9 8 8 8 8 8
888899
8 8 8
9 1 0 9 9 9 9 9 9 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9
999999888888
9 9 9 9 9 8 9 8 8 8 8 9
89999988888888
8 8 8 8 9 9 9 9 9 9 9 9
9 9 9 9 9 8 9 9 9 8 9 9 9 9 9 9 9 9 9 9 8999999999998888
8 8 8 8 9 8 8 8 8 9 9 8 9 9 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 8 898888888888
8 8 8 8 8 8 9 9 9 8 8 8 8 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8888899998
8 8 8 8 8 8 8 8 8
8 8 8
8 8
8 8 8 8 9
9 9
88888898
8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 7
889888888888888
7 7 7 7
8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 7 78888878888888
7 7 7
7 7 7 7 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 7 7 7
77777777788888766
8 8 8 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 8 8 7 7 7 7
77778898876554654
8 8 8 8 9 9 9 8 8 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 8 9 8 8 8 7 7
76677788991
9 9 9 9
8 9 9 9 9 9 9 9 9 9 8 8 8 8
88888999991
09999888889991
7 1
0 9 9 9 9 8 9 9 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 6 8 8 81
088891
0 9 1 0 9 9 1 0 9 9 9 8 8 8 8 8 7 7 8 8 9 8 8 8 8 8 8 9 9 8 8 8
0 9 9 9 9 8 8 8 8 8 7 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9
8 8 7 6 6 5
888888899999889888888889991
09999
7 7 7 8 7 7 8 8 8 7 7 7 7 7 7 7 7 7 7 7 6 6 6
5666677777787777887644
0 9
8 8 8
9 8
8 7
9 9
0 9
9 8 8 6 6
6 6
8 8
8 8 8
8 9 8 8
7 8
4 3 3
7 7
9 9 9 9
9 9 8
9 8 8
9 8
5 5 4 3 2 3
8 9 9
9 9 9
AA
-9 ft. MLLW
TO BE REMOVED FOR ACCEPTANCE
PAYABLE, BUT NOT REQUIRED
UNDER DOCKS IS CONSIDERED
MATERIAL REMOVED FROM
| 00_GDP-TLT-000 |
| 01_GDP-IND-000 |
| 02-GDP-GAC-000 |
| 03-GDP-GPS-000 |
| 04-GDP-DEP-000 |
File details come from the government source that posted it.