B.08_CRS19_BCOES_PLANS.PDF
PDF 38 MB Posted
- Attached to
- Columbia River Side Channels Clamshell Dredging
- Solicitation number
- W9127N-19-B-0013
About this file
Columbia River BCOES Plans
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DATE:
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
LANCE A. HELWIG, P.E.
DRAWINGS IN THIS SET
RECOMMENDATION AND APPROVAL OF ALL THE
SIGNATURES AFFIXED HEREON INDICATE OFFICIAL
CHIEF, OPERATIONS DIVISION
DWANE E. WATSEK
COLUMBIA RIVER SIDE CHANNELS
CLAMSHELL MAINTENANCE DREDGING 2019
COMMANDING
COLONEL, EN
AARON L. DORF
CHANNELS AND HARBORS PROJECT
OPERATIONS MANAGER
GREGORY SPEER
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
OREGON
PORTLAND
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
D A
T E
P L
O T
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
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
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
21 3
NAME
FILE
DRAWING
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
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
CRS-IND-000
LOCATIONS
PROJECT
A W
A R
D D
A T
E
-M
A R -1
CRS-WFC-000
PLANNING LAYOUT DRAWING
WAHKIAKUM FERRY CROSSING
CRS-LTB-000
CLAMSHELL MAINTENANCE DREDGING 2019
COLUMBIA RIVER SIDE CHANNELS
C R
S -I
N D -0
.D
W G
W
N
B
E N
M
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
CRS-IND-000
2CRS-SKC-000
PLANNING LAYOUT DRAWING
SKAMOKAWA CREEK
CRS-WSL-000 3
TERMINAL PLANNING LAYOUT DRAWING
WESPORT SLOUGH & WESTPORT SLOUGH
CRS-CWM-000
PLANNING LAYOUT DRAWING
OLD MOUTH COWLITZ
CRS-OSU-000
PLANNING LAYOUT DRAWING
OREGON SLOUGH
CRS-OSU-000
PLANNING LAYOUT DRAWING
VANCOUVER TURNING BASIN
CRS-DISP1-000
PLACEMENT SITE LAYOUT DRAWING
W-30.1-IW, O-32.2-SW & O-32.9-SW
CRS-DISP2-000 W-35.3-IW PLACEMENT SITE LAYOUT DRAWING
CRS-DISP3-000
CRS-DISP4-000
O-102.5-FL PLACEMENT SITE LAYOUT DRAWING
DWG 1 OF 14
CRS-DISP5-000
W-110.7-IW PLACEMENT SITE LAYOUT DRAWING
PLANNING LAYOUT DRAWING
LONGVIEW TURNING BASIN / PORT OF LONGVIEW
PLACEMENT SITE LAYOUT DRAWING
W-55.3-IW, O-55.4-IW & W-56.1-IW
CRS-DISP6-000
O-62.7-IW PLACEMENT SITE LAYOUT DRAWING
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
S O
L
IC
IT
A T
IO
N N
O
P L
O T
D A
T E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
CL
N.T.S.
D A
T E
A P
P R
X 7, 5, 1 2
C
A
D
43 5
C
A
B
D
B
N
X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
Y COORDINATE
A
B
C
D
E
F
WASHINGTON
K A
R L
A G E
L L
IS
-M
A R -1
E N
M
T S
G
T M
H
FILE
S K
A M
O K
A W
A C
R E
E K
C R
S -S
K C -0
.D
W G
W
N
B
REQUIRED DREDGING DEPTH
& MAX DREDGING DEPTH
MAXIMUM PAY OVERDEPTH
X 7, 4, X 7, 4, X 7, 3, Y ,5
Y ,0
Y ,5
Y ,0
Y ,0
Y ,5
Y ,0
Y ,5
Y ,0
X 7, 5, X 7, 4, X 7, 4, X 7, 3, 33, Fl G Skamokawa Creek
A B
C
D
EF
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
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLO
W
THE EXISTING PROJECT
provides for a channel 6.5 feet deep and 75 feet wide from deep water in the Columbia River to Brooks Slough.
The project depth curve is shown thus:
NOTES
Soundings are shown in feet and indicate depths below CRD.
Elevations are shown thus: +2, indicating height in feet above CRD.
Control is by USACE and NOS-C&GS.
general condition existing at that time.
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, U.S. Survey Feet).
Committee, Pacific Northwest River Basin Commission,July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics made on the dates indicated and can only be considered as indicating the
The information depicted on this map represents the results of surveys
Reference is Navigation Chart No. 18523.
Vertical datum is Columbia River Datum. CRD is 1.34 feet above North
2012 Aerial Photography data source: USDA, Service Center Agencies.
STAFF GAGE AT LIGHT 31: Northing: 963830 Easting: 7450599
Mile 32.9.
American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River
DREDGE AREA COORDINATES
7453829.07 961392.96
7454660.47 962612.12
7454896.27 962585.95
7454890.75 962536.26
7454712.96 962556.02
7453891.04 961350.70
060000-01-00 0402
06 08
STA. 00+15+80
DREDGE AREA
UPSTREAM LIMIT OF
STA. 00-01-00
DREDGE AREA
DOWNSTREAM LIMIT OF
S T
A -0
-0
T
O
7 ft. CRD
8 ft. CRD
37.5' 37.5'
06-DEC-18
SURVEY DATE
+4
+3 +3 +3 +2
+1
+3+1
+9
+8
+5
+5
+7
+9 +9
+4
+5+5
+6
+5
+6
+7
+8
+9 +9
+8
+7
+6
+5
+4 +4+3
+5
+6
+7
+9 +8
+7
+6
+5
+3+3
+4
+4
+5
+6
+8
+9
+6
+5
+5
+4
65421
5 5 5
14 15
313233
+0+0+0+0
1 111
+0
+0+0+0+0
+0
+0
0 0
00011
+1+1
+1
+1+0
+0+0
+0
+0
+0
46 47
47 47
+1+1+1
+1
+1+1
+1
+0
+0
+0
+0
+0+0+00
+1+1
+1+1
+1+1+1
+1+1+1+1+0
+0+0+00
000011
+1+1
+1+1
+1+1
+1+1+1
+1+1
+0
+0
+0
+0+0+0
37 37
+1+1+1+1
+1+1+1 +1+1
+1+1+1+1
+1+1+0
+0
+0
+0+0
2 2
+1+1
+1+1
+1
+1
+1
+1+1
+1
+1
+1
+1
+1+1+1
+1
+0
+0
+0+0+0+0
+0000
1 111
2 2
+1 +1+1+1+1
+1+1+1+1+1
+1+1 +1+1
+1+1+1+1+1
+0+0+0+0
+0000
111 1
2 2
77 8
373839
+1+1+1
+1+1+1+1
+1+1+1
+1
+1
+1
+1
+1
+1+1+1
+1
+1
+1+0
+0 +0+0
01111
2 2
2 222
4 5
5 6
7 7
+2+2
+1
+1+1
+1+1+1
+1+1
+1
+1
+1+1
+1
+1+1
+1+1+0
1 1
1 1
2 22
6 6
8 9
1515161617
171718
+3+3+3
+3+3
+3
+3
+2
+2
+2
+2
+2
+2
+2
+2
+1+1
+1
+1
+1
+1+1
+1+1+1+1
+0+0+000
1 11
11 11
1 1
1 2
2 233
4 5 56
7 8 9
101011
+5+4+4+4+4
+4+4+3+3+3
+3+3+3+2
+2+2+2+2
+2+2 +1+1+1
+0+0+0
1 1 1 11
2 2 2
101111
161718
+5+5+5
+4+4+4+4
+3+3 +2
+2+2
+2
+2+2 +2
+2
+1
+1+1
+1+1
+0+0+0 0
1 1
2 22
+5+5+4 +4 +4+4
+2+2+2 +2
+1+1+1 +1
+0 +0+0
0 1
1 12 2
2 2
2 2
22 2
14151517
17181920
+4+4 +4
+3+2
+2 +1+1+1
+1
+0
+0+0
+0
1 1 2
2 2
33 3
333 3
1 1
1 111
1 11
22 2 2
22 22
33 33
3 333
1 1
1 1
2 22 2
3 3 3 3
33 3 33
4 4 44
2 2 2
2 3
4 555
2 22
22 22
2 2
2 2
5 5
5 5
1 1
2 22
2 2
2 22 2
223 3
3 3 4
+2+1+0
11 11
2 2
+2
+1+1
+0+0+0
+0
0 01
1 11
45 5 5
+1 +0+0
+0
+0
+0
3 3
+1
+1 +1
+1
+1 +1
+0 +00
+1 +1
+1
+1 +1 +1
+1 +0
+0 0
0 0
+1 +1
+1
+1
+1
+1 +1+1
+0
+1
+1 +1
+1
+1
+1
+1
+1
+2
+0
+1
+1
+1
+0
+0
+0
+1
+1
+3
+3
+4
+3
+01
+3
+3+1
+3+1
+3
+3 +2
+3 +2
+4
+7
+9
+5
+7
+9
+5
+7
+8
+9
+5
+7
+7
+9
+4
+6
+7+7
+9
+4
+5
+6
+7
+9
+7
+9 +8
+7
+7
+5
+4
+7
3 4
1+1
+0
+0
2+1
+3
+1
1 +1
+1
+1
+1
+5
A
A
RIVER MILE: 00+06+00
CROSS SECTION A - A
SCALE IN FEET
050' 50' 100' 150' 200'
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
DWG 2 OF 14
SITE DETAILS
FOR PLACEMENT
AND CRS-DISP2-000
CRS-DISP1-000
SEE DRAWINGS
CRS-SKC-000
Y ,0
+2
GAGE
STAFF
Wauna Range Rear, Iso W
"56"
Light 58, Fl R
Westport Dike
FLOOD
EBB
COLUM
BIA RIVER
M
AIN CHANNEL
DI
KE
3.
B
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
M A
R K
D A
T E
A P
P R
O R E G
O N
W A S H
IN
G
TO
N
Y ,0
X 7,471,000
X 7,471,000
Y ,0
Y ,0
Y ,0 0X
7,473,000
OREGON
I
J
K
L
Elevations are shown thus: +2, indicating height in feet above CRD.
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
The project depth curve is shown thus:
general condition existing at that time.
made on the dates indicated and can only be considered as indicating the
The information depicted on this map represents the results of surveys
Soundings are shown in feet and indicate depths below CRD.
NOTES
Control is by USACE and NOS-C&GS.
Committee, Pacific Northwest River Basin Commission,July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics
Reference is Navigation Chart No. 18523.
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone
(NAD 83, U.S. Survey Feet).
Vertical datum is Columbia River Datum. CRD is 1.40 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 36.6, 1.43 feet above at River Mile 38.2, 1.45 feet above at River Mile 40.3.
2012 Aerial Photography data source: USDA, Service Center Agencies.
N
X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
A
B
C
D
E
F
Y COORDINATE
G
H
W E
S T P
O R
T S
L O
U G
H
T M
H
T M
H
X COORDINATE Y COORDINATE
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
-20 ft. CRD
RIVER MILE: 00+40+00
CROSS SECTION A - A
CRS-WSL-000
-M
A R -1
C R
S -W
S L -0
.D
W G
E N
M
SCALE IN FEET
200'
52+80
WASHINGTON
Y ,0
Y ,0 0Y ,0
X 7,473,000
X 7,469,000
X 7,469,000
200' 400' 600' 800'
K A
R L
A G E
L L
IS
S O
L
IC
IT
A T
O N N
O
W
N
B
STAFF GAGE AT LIGHT 57: Northing: 919332 Easting: 7470901
A B
C
D
E
F
G
H
I
J
K
L
M
M
7469348.21 918527.36
7469627.20 918192.56
7470958.78 916955.18
7471269.92 916008.86
7471688.11 914440.42
7471996.65 914132.96
7472239.17 913977.76
7472170.65 913843.53
7471902.21 914015.32
7471553.59 914362.71
74771126.08 915966.08
7470828.36 916871.61
7469525.09 918082.68
STA. 01+11+83
DREDGE AREA
UPSTREAM LIMIT OF
STA. 00+08+70
DREDGE AREA
DOWNSTREAM LIMIT OF
08+70
X 7,467,000
X 7,467,000
WASHINGTON
OREGON
-1
-0
-0
-0
-0
-1
-0
53 53
-22 ft. CRD
04-DEC-18
SURVEY DATE
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM PAY DEPTH
A
A
-20 ft. CRD CONTOUR
-22 ft. CRD CONTOUR
60' 90'
Wauna Range Front, Q W
11+83
S T
A T
O
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
DWG 3 OF 14
DREDGE AREA #1 COORDINATES
N
O
P
Q
DREDGE AREA #2 COORDINATES
I
7471816.01 914101.21
7471902.21 914015.32
7472138.43 913864.15
913787.57
7471756.48 914015.08
X COORDINATE Y COORDINATE
N
O
P
Q
7472085.47
SITE DETAILS
FOR PLACEMENT
AND CRS-DISP2-000
CRS-DISP1-000
SEE DRAWINGS
N
X COORDINATE
A
B
C
D
Y COORDINATE
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
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
C O
L U
M B
IA
R
IV
E R
GAGE
STAFF
M A
IN
C H
A N
N E L
O R E
G O
N W
A S
H
IN
G T O
N
W A S
H
IN
G T O
N
O R E
G O
N
JANICE RM2
JANICE RM1
general condition existing at that time.
made on the dates indicated and can only be considered as indicating the
The information depicted on this map represents the results of surveys
NOTES
Elevations are shown thus: +2, indicating height in feet above CRD.
Control is by USACE and NOS-C&GS.
Soundings are shown in feet and indicate depths below CRD.
The project depth curve is shown thus:
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone
(NAD 83, U.S. Survey Feet).
Committee, Pacific Northwest River Basin Commission,July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics
Reference is Navigation Chart No. 18523.
American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River
Light 58, Fl R Westport Dike
Northing: 919332 Easting: 7470901
STAFF GAGE AT DIKE LIGHT 57
Vertical datum is Columbia River Datum. CRD is 1.46 feet above North
Mile 43.3, 1.49 feet above at River Mile 44.6.
Aerial Photography provided by Microsoft Corporation and its data suppliers, 2012.
05 10
15 20
05 10
15 20
-05-10
-10 -05
X 7, 0, Y ,0
"5
D
IKE 42.93
DIK
E 4
3.3
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
M A
R K
CRS-WFC-000
C R
S -W
F C -0
.D
W G
D A
T E
A P
P R
1 2
C
A
D
43 5
C
A
B
D
B
SCALE IN FEET
OF YOUR CONTRACT
SAFETY IS A PART
100' 100' 200' 300' 400'
WASHINGTON
A
A
CL
REQUIRED DREDGING DEPTH
MAXIMUM PAY OVERDEPTH
N.T.S.
OREGON
X 7, 2, X 7, 1, X 7, 3, X 7, 4, X 7, 0, X 7, 1, X 7, 2, X 7, 3, X 7, 4, Y ,0
Y ,0
Y ,0
Y ,0
Y ,0
Y ,0
Y ,0
Y ,0
Y ,0
21+40
-13
-13
B
CD
A
7472564.57 919118.75
7472924.29 919648.09
7473172.42 919479.48
7472812.70 918950.13
-10 ft. CRD CONTOUR
-10 ft. CRD
-11 ft. CRD
-11 ft. CRD CONTOUR
RIVER MILE: 00+17+50
CROSS SECTION A - A
W A
H K
IA
K U
M F
E R
R Y C
R O
S S
IN
G
T M
H
E N
M
T M
H
K A
R L
A G E
L L
IS
-M
A R -1
300'
S T
A T
O
W
N
C
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
121415
16 19
9 7
9 8
6 6
6 6
11 12
12 12
13 13
6 5
222221
6 6
22 22
11 11
5 5
4 4
11 11
13 12
12 12
4 4
12 12
12 12
12 12
5 4 5
8 7
12 13
12 12
6 7
12 12
11 11
9 9
12 11
9 8
11 12
3 3
50 50
111212
3 3
51 49
3 4
52 52
3 4
52 53
10 10
5 5
5 6
10 10
16 21
52 51
6 6
9 9
6 6
7 7
7 7
51 51
6 6
7 7
7 7
7 7
7 7
51 51
7 7
7 7
424650
48 52
7 8
51 52
8 9
52 52
51 51
51 52
131823
52 52
51 51
51 51
53 53
53 53
334045
53 53
54 54
51 51
51 51
51 51
50 50
57 57
49 5051
52 52
50 50
52 52
505050
51 51
51 50
49 49
57 56
51 51
53 53
51 51
55 55
50 50
51 51
51 51
51 51
50 50
51 50
51 51
50 51
49 49
494847
51 51
49 49
49 51
49 49
54 51
52 52
45 45
49 49
45 45
51 51
50 50
52 52
52 51
53 51
47 47
47 47
51 51
51 50
51 51
52 52
47 47
51 51
50 49
48 47
47 46
46 46
51 51
53 51
51 51
55 52
42 41
40 40
52 52
52 52
46 45
51 52
44 42
52 53
52 52
50 49
52 52
44 42
54 53
50 51
51 51
44 41
38 38
58 58
51 51
46 46
51 51
54 53
52 52
60 59
52 52
53 52
47 47
38 37
36 35
59 60
55 54
48 48
37 35
46 43
35 35
32 32
51 49
59 59
37 35
44 42
41 39
34 33
47 46
43 43
35 34
42 41
33 31
50 49
44 43
41 43
42 40
343331
50 4949
34 33
38 36
49 49
46 45
26 25
21 23
44 43
26 25
20 19
20 19
43 42
34 34
27 26
22 23
49 47
42 41
282826
22 22
17 16
32 31
17 16
17 16
16 14
41 40
27 25
17 16
14 14
34 32
16 16
22 21
19 19
23 24
18 17
15 14
13 15
22 20
17 16
16 15
14 14
17 16
11 11
14 13
14 14
10 10
16 16
15 14
12 11
16 13
10 12
12 12
10 9
10 12
12 11
9 12
12 12
18 17
19 18
10 9
11 11
10 10
15 14
12 12
11 11
9 11
12 11
8 8
16 15
9 9
12 12
10 11
9 9
12 11
9 9
11 11
9 9
8 8
11 10
6 5
10 9
5 6
9 9
8 9
7 7
10 11
7 7
11 11
9 8
8 7
8 11
11 11
9 9
9 9
7 7
6 5
9 10
7 7
11 11
11 9
8 8
7 8
7 6
11 11
11 11
6 6
5 5
10 10
13 11
6 6
6 6
9 10
12 12
5 4
5 5
9 6
7 6
5 10
4 8
7 8
5 5
5 5
4 5
7 7
5 6 5
11 8
5 4
14 12
11 9
04-DEC-18
SURVEY DATE
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
COORDINATES
DREDGE AREA
DWG 4 OF 14
STA. 00+15+00
DREDGE AREA
STA. 00+21+40
DREDGE AREA
SITE DETAILS
FOR PLACEMENT
AND CRS-DISP2-000
CRS-DISP1-000
SEE DRAWINGS
S O
L
IC
IT
A T
IO
N N
O
OREGON
WASHINGTON
X ,5
,0
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
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
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
D A
T E
A P
P R
SCALE IN FEET
X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
Y COORDINATE
Aids to Navigation
Lighthouses
Lights
Lighted Ranges
Lighted Buoys
Unlighted Buoys
Daybeacons
Seasonal Lights and Lighted Dredging Ranges
Benchmarks
Gages Staff Recording
Rear
Tidal
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
Flow Arrows
Harbor Lines
State Boundary
Front
Straight
River Mileage from Mouth
NOTES
K A
R L
A G E
L L
IS
Y
6,0 general condition existing at that time.
made on the dates indicated and can only be considered as indicating the
The information depicted on this map represents the results of surveys
Elevations are shown thus: +2, indicating height in feet above CRD.
Control is by USACE and NOS-C&GS.
Soundings are shown in feet and indicate depths below CRD.
The project depth curve is shown thus:
(NAD 83, U.S. Survey Feet).
Committee, Pacific Northwest River Basin Commission,July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics
Reference is Navigation Chart No. 18523.
Vertical datum is Columbia River Datum. CRD is 1.45 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 40.3, 1.45 feet above at River Mile 42.9, 1.46 feet above at River Mile 43.3.
2012 Aerial Photography data source: USDA, Service Center Agencies.
X ,5
,0
X ,5
,0
X ,5
,0
Y
6,0
30 40
504030
53+2550
N
C
D
7582665.61 896726.79
7582726.45 896519.90
NORTHING: 892920 EASTING: 7584890
STAFF GAGE AT RAINIER:
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone
A W
A R
D D
A T
E
O R E G O N
W A S H I N G T O N
A
B
C
D
D A
T E
A B
WASHINGTON
OREGON
A
A
-44 ft. CRD -45 ft. CRD
RIVER MILE: 66+50+00
CROSS SECTION A - A
-45 ft. CRD
-44 ft. CRD
DOCK FACE35
MAXIMUM PAY / DREDGING DEPTH
REQUIRED DREDGING DEPTH
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
CRS-LTB-000
C R
S -L
T B -0
.D
W G
W
N
B
T S
G
E N
M
T S
G
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
S O
L
IC
IT
A T
IO
N N
O
-J
U N -1
200' 200' 400' 600' 800'
RM 66+41+00
DREDGE AREA #1 (LTB)
DOWNSTREAM LIMIT OF
RM 67+00+74
DREDGE AREA #1 (LTB)
UPSTREAM LIMIT OF
RM 66+25+35
DREDGE AREA #2 (POL)
DOWNSTREAM LIMIT OF
RM 66+49+61
DREDGE AREA #2 (POL)
UPSTREAM LIMIT OF
10 20
RM 66+49+61
DREDGE AREA #3 (POL)
DOWNSTREAM LIMIT OF
RM 67+15+20
DREDGE AREA #3 (POL)
UPSTREAM LIMIT OF
L O
N G
V
IE
W T
U R
N
IN
G B
A S
IN
P
O R
T O
F L
O N
G V
IE
W
R M
T
O
L T
B
R M
T
O
P O
L
X ,5
,0
X ,5
,0
Y
9,0
Y
9,0
7581782.29 897231.41
7581712.62 897097.52
DREDGE AREA #1 COORDINATES (VTB)
E F G H
IJ K
LM
NO
P
Q
R
S
T
U
VW
X COORDINATE Y COORDINATE
7580493.22 898030.76
7581233.59 897602.47
DREDGE AREA #2 COORDINATES (POL)
7582533.54 896856.27
X COORDINATE Y COORDINATE
7582510.37 896815.47
7581105.60 897616.00
X COORDINATE Y COORDINATE
7582533.54 896856.27
7582971.03 896379.95
7582874.30 896017.14
X COORDINATE Y COORDINATE
7582665.61 896726.79
DREDGE AREA #3 COORDINATES (POL)
E
F
G
H
I
J
K
L
M
N
O
P
Q
K
R
S
T
U
V
W
B
L7580684.12 897914.99
7581130.14 897659.60
7582422.79 896921.99
7582453.90 896904.22
7582398.92 896879.14
7581209.06 897558.88
7580658.78 897871.91
7580466.23 897988.63
7583070.31 896547.64
7583007.66 896474.69
7584040.42 895953.81
7583835.82 895516.81
7582510.37 896815.47
DETAILS
FOR PLACEMENT SITE
CRS-DISP3-000
SEE DRAWING
FOR DREDGE AREA #1
DETAILS
FOR PLACEMENT SITE
CRS-DISP4-000
SEE DRAWING
FOR DREDGE AREAS #2 & #3
DWG 5 OF 14
-M
A R -1
150'
N.T.S.
47474746464647
47474847
47474645454444
4445454647
454545454444454546
47464646 45454545
484746
4848484847474747
48494949
464646
48484848
46464645
45464646
454444
454647
484748
454545 45454949
464646
484948
474647 464645
454545
48484848
454545 4646474646
444444
464749
454545
4848484747464646 4646474948
4847464646
4646464546
494848
464748484848
464747
47484748474746464747 464645
444444
48474747
454544
45454647
484847 46464646
4949494949
474747
46474646
4545464646
494849
494949 4747474647
48494949494847 46474748484950514947
4646464646454546
48484848
484848
47474849
494848494847
47484745
484949
4949494950
474747464646
45454547
494948
4747464646474848
46464646
494949505049494848495051 5251504948
474646474647
47484747
495049
4949484848
484848
505050
505049
495049
49484847
46464645
494948484746
464748
474748
50504949
48464647
474848
47484849
484847 48474747474848474748
48494950 4949494949
474747
47474949494948
494949
4747464645
454546 464848
484949494848484848484848 48474747
47484847
474748484847
46474748
484848 50494948
484744
46474747
484746
484747474746
464748494847
47494950
48474747
484847 47474849
47474646
484949
49504949
484847
4546474849 494848484848
49484849
494948
474747 474747474747
474747 484747
4647474745 485050
50505050
494744 4244434344444546
464848
494948
46474645 474646
464848 48485050
484549
4950504948
504949
484846 46464747
505050
49494949
4949495151
505049
4747474747
474748
4343444444
454849494949494747
4344434243
46464748
484948
454445
48495049 505050
5049484745
484949
515050
4950505049484948
494949494949
504948
484948
50504949
47474747
42383939
39404243444544444444
484747 4745444545
505050494948
45484748
50494948
495050
4746464648
494848494949
52515050494949
505050515050
49494848
47474848
4139383839393940394142
4343434445 464646
47444343 4542444849504747
464748
494848
504946
49525049 475049
494948
4646464647
484846
464748
49494848
49485051
484848
494848
494848 48474746
4645454544 454546
4748484848 49484850
504948 4848484848
48484848 48484748
48484848474646
48484847 47474747
4646464748
47494747 464647
4748484848
484746
46464748
464645454646 464646
46474646
47474646
47485049
46464646
464647464748474747 474748
47 49 474747 47 49
49 52
47 4846
48 48
48 47
48 47
48 47
45 46
47 49
46 45
46 49
464648
47 49 47
4848 53 464949
46 45
44 40
47 47
04-DEC-17
SURVEY DATE
DREDGE AREA #1
TO BE PROVIDED
SURVEY DATE
DREDGE AREAS #2 & #3
50'
BEL
L
AZIM
UTH
MARK
IPCARL
AZ
CWR 2
Ken ny
IP
Dik e 0 .3
HUB
BROCK
HL 1
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
S O
L
IC
IT
A T
IO
N N
O
P L
O T
D A
T E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
CL
N.T.S.
R M
-0
-0
T
O
D A
T E
A P
P R
1 2
C
A
D
43 5
C
A
B
D
B
STAFF GAGE AT RAINIER: Northing: 892612 Easting: 7584970
** Shoalest Sounding per Quarter per Reach conditions existing at that time and is in support of channel maintenance only.
on the date indicated and can only be considered to represent the general channel The information depicted on this map represents the results of a survey conducted
Committee, Pacific Northwest River Basins Commission, July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics at Columbia River Mile 67.6.
CRD is 2.78 feet above the North American Vertical Datum of 1988 (NAVD 88 Geoid 09) Soundings are shown in feet and indicate depths below Columbia River Datum.
Vertical Datum:
System (SPCS), Oregon North Zone. Distance units in U.S. Survey Feet.
North American Datum of 1983 (NAD83), projected to the State Plane Coordinate Horizontal Coordinate System:
SCALE IN FEET
N
X COORDINATE X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
Y COORDINATE
A
B
C
D
Y COORDINATE
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
NOTES
THE EXISTING PROJECT
upstream from present terminus of harbor line.
Columbia River through old mouth of Cowlitz River to a point about 3,000 feet provides for a channel 8 feet deep and 150 feet wide from deep water in the
O L
D M
O U
T H C
O W
L
IT
Z
T M
H
T M
H K
A R
L A G E
L L
IS
100' 100' 200' 300' 400'
X ,5
,0
Y 895,000 Y 895,000
X ,5
,0
X ,5
,0
X ,5
,0
X ,5
,0
X ,5
,0
Y 896,000
Y 894,000 Y 894,000
Y 896,000
REQUIRED DREDGING DEPTH
MAXIMUM DREDGING DEPTH
CRS-CWM-000
E N
M
C R
S -C
W M -0
.D
W G
W
N
B
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
WASHINGTON
A
B
C
D
E
F
G
H
I
DREDGE AREA #1 COORDINATES DREDGE AREA #2 COORDINATES
G
H
I
B
E
F
7585570.92 895189.26
7586411.40 895511.12
7586482.92 895324.35
7585642.44 895002.49
7586411.40 895511.12
7587087.38 895769.99
7589027.37 896718.51
7589082.28 896606.22
7587137.28 895655.25
7586456.10 895394.39
RM 00-06-00
OF DREDGE AREA #1
DOWNSTREAM LIMIT
RM 00+05+00
OF DREDGE AREA #2
DOWNSTREAM LIMIT
RM 00+05+00
OF DREDGE AREA #1
UPSTREAM LIMIT
RM 00+33+90
OF DREDGE AREA #2
UPSTREAM LIMIT
+9
+9
SITE DETAILS
FOR PLACEMENT
CRS-DISP3-000
SEE DRAWING
DWG 6 OF 14
-M
A R -1
333333
373737
394040
414242
4343 43
45 45
46 4646
4747 47
48 48
494950
51 51
35 35
393939
6 67
373738
7 8
91010
292930
303131
343536
373838
4 4
5 7
9 9
10 11
6 6
8 8
10 11
212223
232425
252626
3 3
7 88
282829
4 5
6 6
11 11
182021
11 11
+1
+1
7 7
9 9
+3+2 +1
+1
3 3
+0
4 4
55 5
8 88
+1 +1
+3 +2
6 8
4 56
11 11
11 11
11 11
3 3
6 6
99 9
5 6
11 11
11 11
8 8
8 9
9 9
10 10
11 11
+0
2 3
9 10
+0
+00
+1 +0
3 3
+2 +2
6 6 6
+3 +2
+3 +3
+3
+1 +1
+0
11 11
+3
+1
+3 +3
+2
+3+2+1
+3+3
11 11
+2 +2
34 5
55 6
6 6
9 9
11 11
+2
7 7
+1
+2
+2 +1
+1
3 4
+2+
+2 +1
+3 +3
+3
+2 +2+
+4
+3 +3
+1
9 9
+4 +4+
+1
+1+
9 9
+3+ 3+ 2+
+1+
+0
+0
+0
+0 +0
6 6
+1+
7 77
4 4
6 6
7 7
+0
6 6
+1 +1+0
+2 +2 +2
+2 +2
+2
7 7
+2 +2
+1 +1
+0
+3 +3
+2
+1+ 1+
+3 +3
+3
+2
+1
6 6
7 7
+3+ 3+ 2+
+1
+0
5 5
+2 +2+
+1+
+1
+2 +2
+1 +1
+2 +2
+2
+1+ 1+
5 5
+1+
+1
5 5
6 7
+1+
+1 +0
+0
6 6
+2
+2+2
+1
+1+
+1+
+1
+1+
6 6
+1+ 1+
+1
+1
+0
6 6
+1 +1
+1
+1 +0+
+1+
+0
+1 +1
+1
+1
+0
+00
3 3
6 6
5 5
6 6
4 44
6 6
4 4
5 5
6 7
2 2 3
66 6
7 7
7 7
33 3
3 33
4 4
7 7
6 6
3 4
7 7
4 4
4 4
4 4
3 3 4
5 5
7 7
7 7
7 7
4 5
6 6
7 7
7 7
6 7
4 4
5 5
5 5
+2
+2
16-JAN-19
SURVEY DATE
-7 ft. CRD
-8 ft. CRD
-7 ft. CRD
-8 ft. CRDBASED ON PRE-DREDGE SURVEY
ACTUAL DREDGING DEPTHS TO BE DETERMINED
A
A
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM DREDGING DEPTH
-9 ft. CRD
-9 ft. CRD
BASED ON PRE-DREDGE SURVEY
ACTUAL DREDGING DEPTHS TO BE DETERMINED
RIVER MILE: 00+20+00
CROSS SECTION A - A
75' 50'
75' 75' 50'
OW
-10 ft. CRD
-10 ft. CRD
B
B
RIVER MILE: 00-08-00
CROSS SECTION B - B
NOTES
Elevations are shown thus: +2, indicating height in feet above CRD.
The project depth curve is shown thus:
The information depicted on this map represents the results of surveys made on the dates indicated and can only be considered as indicating the general condition existing at that time.
Control is by USACE and NOS-C&GS.
Datum is Columbia River Datum. (CRD is 1.82 feet above National Geodetic
Soundings are shown in feet and indicate depths below CRD.
The CRD plane is shown thus:
Vertical Datum at Columbia River Mile 106.5, 1947 adjustment.)
River mileage conforms to the River Mile Index of the Hydrology and Hydrau-lics Committee, Pacific Northwest River Basins Commission, July 1972.
Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, 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
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
U.S. Survey Feet).
Aerial Photography taken in 2001 by U.S.G.S.
Reference is Navigation Chart No. 18531.
THE EXISTING PROJECT
provides for a channel 10 feet deep and 300 feet wide from
River Mile 5.8 to deep water in the Columbia River.
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
S O
L
IC
IT
A T
IO
N N
O
P L
O T
D A
T E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
CL
N.T.S.
R M
T
O
D A
T E
A P
P R
1 2
C
A
D
43 5
C
A
B
D
B
X ,6 ,0
+8
.0
O R E G O N
10 12
17 17
11 13
8 8
16 17 18 1818
19 19
5 5
89 10
6 10
9 12
13 15
16 17
3 3
3 4
4 4
171818
4 4
3 3
4 4
6 6
8 9
11 11
12 12
1010 10
12 1212
171717
17 17
181919
+0
14 1414
+0
17 171818
19 20
20 20
9 19
7 6
+1
+0 +1
+1 +1
+1 +1
+1 +1
+0
+0 +0
+0
2 2
W
N
B
SCALE IN FEET
X COORDINATE X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
Y COORDINATE Y COORDINATE
O R
E G
O N S
L O
U G
H
T M
H
T M
H K
A R
L A G E
L L
IS
Y
4, Y
3, Y
2, Y
2, Y
3, Y
4, X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
100' 100' 200' 300' 400'
-10 ft. CRD
-11 ft. CRD
MAXIMUM PAY OVERDEPTH
MAXIMUM DREDGING DEPTH
N
A
D
B
C
J
I
H
G
F
E
DREDGE AREA #1 COORDINATES DREDGE AREA #2 COORDINATES
E
F
7654210.24 712860.20
7655406.19 713496.08
7655547.03 713231.20
7654842.18 712856.43
7654828.10 712882.92
7654262.47 712582.18
7652551.05 712980.24
7654224.75 712782.97
7652524.71 712756.78
+2
0+
DREDGE
AREA
#1
UPS
TREAM
LIM
IT
OF
+0
6+
DREDGE
AREA
#1
DOW
NSTREAM
LIM
IT
OF
+4
1+
DREDGE
AREA
#2
DOW
NSTREAM
LIM
IT
OF
+0
6+
DREDGE
AREA
#2
UPS
TREAM
LIM
IT
OF
+7
03-DEC-18
SURVEY DATE
A
A
150' 120'
RIVER MILE: 06+10+00
CROSS SECTION A - A
CRS-OSU-000
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
E N
M
C R
S -O
S U -0
.D
W G
7654268.27 712551.29
A
B
C
D
G
H
I
J
EASTING: 7659882NORTHING: 712559TIDE GAGE: SHERIFF'S DOCK
SITE DETAILS
FOR PLACEMENT
AND CRS-DISP6-000
CRS-DISP5-000
SEE DRAWINGS
-M
A R -1
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
FLOOD
EBB
Port
Rear
Port
Fixed Occulting
Front
Starboard Mid Channel Junction
Starboard 43
Flashing, FLOW
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
S O
L
IC
IT
A T
IO
N N
O
P L
O T
D A
T E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
D A
T E
A P
P R
1 2
C
A
D
43 5
C
A
B
D
B
W
N
B
SCALE IN FEET
X COORDINATE
OF YOUR CONTRACT
SAFETY IS A PART
Y COORDINATE
A
B
C
D
T M
H
T M
H K
A R
L A G E
L L
IS
100' 100' 200' 300' 400'
N
NOTES
Elevations are shown thus: +2, indicating height in feet above CRD.
Soundings are shown in feet and indicate depths below CRD.
Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone
(NAD 83, U.S. Survey Feet).
general condition existing at that time.
made on the dates indicated and can only be considered as indicating the
The information depicted on this map represents the results of surveys
Committee, Pacific Northwest River Basin Commission,July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics
Reference is Navigation Chart No. 18525.
Vertical datum is Columbia River Datum. CRD is 5.09 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 103.8, 5.23 feet above at River Mile 106.4.
The project depth curve is shown thus:
Control is by USACE and NOS-C&GS.
2012 Aerial Photography data source: USDA, Service Center Agencies.
X ,6 ,0
Y
5, Y
5, X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
X ,6 ,0
Y
4, Y
3, Y
2, Y
2, Y
3, Y
4, OREGON
WASHINGTON
WASHINGTON
OREGON
O R E G O N
W A S H I N G T O N
50 52+28
V A
N C
O U
V E
R T
U R
N
IN
G B
A S
IN
CRS-VTB-000
FLOW
THE EXISTING PROJECT
provides for a channel 43 feet deep and 500 feet wide from river mile 101.4 at th Mouth of the Willamette to river mile 104.6, a lower turning basin 43 feet deep, 800 feet wide and 5000 feet long, and an upper turning basin 35 feet wide and 2000 feet long just below the Interstate Highway Bridge at river mile 106.5.
Columbia River to Oregon Slough mile 1.5 with a triangular turning basin about 3000 feet long, an average width of 1000 feet and 43 feet deep. Thence a channel 20 feet deep and 200 feet wide to Oregon Slough mile 3.8.
DREDGE AREA COORDINATES
E N
M
C R
S -V
T B -0
.D
W G
C L
A M
S H
E L L M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
L U
M B
IA
R
IV
E R S
ID
E C
H A
N N
E L S
A
D C
B
7640129.93 723960.96
7640519.80 723647.91
7640426.39 723530.59
7640035.22 723842.02
RM 105+04+75
OF DREDGE AREA
DOWNSTREAM LIMIT
RM 105+09+75
OF DREDGE AREA
UPSTREAM LIMIT
R M
T
O
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.