B.08_22B0004_Rogue_River_Mechanical_2022_ADV Plans SIGNED.pdf
PDF 5 MB Posted
- Attached to
- Rogue River Mechanical Dredging 2022
- Solicitation number
- W9127N22B0004
About this file
This solicitation package outlines requirements for a mechanical dredging project on the Rogue River in Oregon. The U.S. Army Corps of Engineers, Portland District is seeking a contractor to dredge the Rogue River entrance channel, boat basin access channel, and a gravel bar encroaching on the access channel. The scope of work involves furnishing supervision, engineering, labor, materials and equipment to dredge according to contract specifications. The solicitation includes drawings depicting dredging areas and depth requirements. The response deadline is January 27th, 2022 and award date is to be determined. Pricing will be on a unit rate basis. Safety is emphasized as part of the contractor's responsibility.
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
DATE:
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
DRAWINGS IN THIS SET
RECOMMENDATION AND APPROVAL OF ALL THE
SIGNATURES AFFIXED HEREON INDICATE OFFICIAL
CHANNELS AND HARBORS PROJECT
OPERATIONS PROJECT MANAGER
RONALD S. FLODIN, P.E.
MAINTENANCE DREDGING 2022
ROGUE RIVER MECHANICAL
COLONEL, EN COMMANDING
MICHAEL D. HELTON, PMP
CHIEF, OPERATIONS DIVISION
KYMBERLY C. ANDERSON P.G.
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PATRICK L. DUYCK, P.E.
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IC
T P
O R
T L
A N
D
O R
C H
A N
N E
L S A
N D H
A R
B O
R S P
R O J E
C T
O P
E R
A T
IO
N S D
IV
IS
IO
N
COLUMBIA
RIVER
W
IL
L A
M E
T T
E R
IV
E
R
TABLE OF CONTENTS AND VICINITY MAP
DESCRIPTION
CONTRACT DRAWING INDEX
S N
A K
E
R
IV
E R
P A
C
IF
IC
O
C E
A N
OREGON
NEVADA
CALIFORNIA
WASHINGTON
IDAHO
3RRM-ROG2-000
RRM-ROG1-000
RRM-IND-000
RRM-ROG3-000 4
MAINTENANCE DREDGING 2022
ROGUE RIVER MECHANICAL
ROGUE RIVER ENTRANCE CHANNEL LAYOUT
N
ROGUE RIVER BOAT BASIN ACCESS CHANNEL LAYOUT
ROGUE RIVER GRAVEL BAR LAYOUT
SHEET ID
NUMBER
DRAWING
T A
B L E O
F C
O N
T E
N T S A
N D V
IC
IN
IT
Y M
A P
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
R O
G U
E R
IV
E R M
E C
H A
N
IC
A L
RRM-ROG-DISP-000 6 ROGUE RIVER OCEAN PLACEMENT SITE LAYOUT
RRM-ROG4-000 ROGUE RIVER US COAST GUARD CHANNEL LAYOUT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
T S
G
T S
G
D A
B W
N
C
W
N
B
:1
4 5 6
DWG 1 OF 6
RRM-IND-000
SHEET ID
-J
A N -2
ROGUE RIVER
A W
A R
D D
A T
E
J E
R E
M
IA
H W
O O
D A
R D
N
X COORDINATE Y COORDINATE
A
B
C
D
CL
FLOOD
EBB
LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
River Mileage from Mouth
Front
Flow Arrows Straight
Harbor Lines
State Boundary
Benchmarks
Gages Staff Recording
Rear
Tidal
Aids to Navigation
Lighthouses
Lights Fixed Flashing, Occulting
Lighted Ranges Front Rear
Lighted Buoys
Unlighted Buoys Port Starboard Mid Channel Junction
Daybeacons Port Starboard
Seasonal Lights and Lighted Dredging Ranges
NOTES
SCALE IN FEET
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
OF YOUR CONTRACT
SAFETY IS A PART
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IC
T P
O R
T L
A N
D
O R
C H
A N
N E
L S A
N D H
A R
B O
R S P
R O J E
C T
O P
E R
A T
IO
N S D
IV
IS
IO
N
250' 250' 500' 750' 1000'
N or th J et ty
SJ
M
ON
NJ
M
ON
0+
0+00
RAMP
E N
T R
A N
C E C
H A
N N
E L
14 FT (MLLW )
D
F
E
F
R M
-3
-0
T
O R
M
150' 150'
3861661.82 301367.29
3861851.97 301135.24
3860888.31 300733.47
3861078.45 300501.42
STAFF GAGE AT COAST GUARD DOCK: Northing: 301879 Easting 3862088 be considered as indicating the general condition existing at that time.
The information depicted on this map represents the results of surveys made on the dates indicated and can only
River Basins Commission, June 1968
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest
2017 Aerial Photography data source: USACE
Reference is Navigation Chart No. 18601
Elevations are shown thus: +2, indicating height in feet above MLLW.
Soundings are shown in feet and indicate depths below MLLW.
1988 (NAVD88 ) at the Coast Guard Dock.
Vertical Datum is Mean Lower Low Water (MLLW ). MLLW is 0.47 feet below North American Vertical Datum of
Horizontal coordinates are based on the Lambert Projection for Oregon, Soth Zone (NAD 83, U.S. Survey Feet )
Control is by USACE.
PLACEMENT SITE INFO
FOR ADDITIONAL
RRM-ROG-DISP-000
SEE DRAWING
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
R O
G U
E R
IV
E R M
E C
H A
N
IC
A L
14 ft MLLW
X
,8
,0
X
,8
,0
Y 300,000
Y 297,000
X
,8
,0
X
,8
,0
Y 300,000
C
MAXIMUM DEPTH
DREDGE AREA COORDINATES
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
3858417.49 298232.58
3860766.55 300633.70
G
H
G
H
3860969.46 300412.11
3858631.93 298022.78
SCOW LOAD
CL
150' 150'
12 ft MLLWMAXIMUM DEPTH
PRE/POST
A
A
A
10 ft MLLWREQUIRED DEPTH
B
B
RIVER MILE: 00-14-00
CROSS SECTION A - A
NOT TO SCALE
RIVER MILE: 00+09+00
CROSS SECTION B - B
NOT TO SCALE
12 FT (MLLW )
10 FT (MLLW )
08-JUL-2021
SURVEY DATE
IN SLOPE AREA
TO RM 00+10+00 FOR JETTY AVOIDANCE. NO DREDGING
*VERTICAL SLOPE ON GREEN SIDE FROM RM 00-17-00
IN SLOPE AREA
TO RM 00+10+00 FOR JETTY AVOIDANCE. NO DREDGING
*VERTICAL SLOPE ON GREEN SIDE FROM RM 00-17-00
SUBPART 3.1.4 FOR DETAILS ON DREDGING DEPTHS
SEE SPECIFICATION SECTION 35 20 23.00 82
SUBPART 3.1.4 FOR DETAILS ON DREDGING DEPTHS
SEE SPECIFICATION SECTION 35 20 23.00 82
12 ft MLLW
RED TOE
DATA FORMAT.
NOT REPRESENTATIVE OF CONTRACT
IS FOR PLANNING PURPOSES ONLY.
*NOTE- XYZ DATA FORMAT SHOWN
R M 0- -0
T O 0+
V E R T
IC
A L S
LO
P E
R M 0- -0
TO
0+
+0
V E R
TI
C A L S
LO
P E
E
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E :2
DWG 2 OF 6
RRM-ROG1-000
SHEET ID
W
N
C
W
N
B
-J
A N -2
A W
A R
D D
A T
E
D A
B
J E
R E
M
IA
H W
O O
D A
R D
AND ATTACHMENT A17
SEE SPEC SECTION 35 20 23.00 82
BENCH CUT DREDGE PRISM
FOR DETAILS ON
T S
G
T S
G
RM 00-35-00
RM 00+10+00
DREDGE AREA (PRE/POST)
UPSTREAM LIMIT OF ENTRANCE
RM 00+00+00
RM 00+00+00
DREDGE AREA (PRE/POST)
DOWNSTREAM LIMIT OF ENTRANCE
DREDGE AREA (SCOW MEASURE)
UPSTREAM LIMIT OF ENTRANCE
DREDGE AREA (SCOW MEASURE)
DOWNSTREAM LIMIT OF ENTRANCE
NO ACTIVE DREDGING OR ROCK REMOVAL
KNOWN JETTY ROCK IN PRISM
A
B
C
D
E
F
CL
MAXIMUM PAY DEPTH
FLOOD
EBB
LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
River Mileage from Mouth
Front
Flow Arrows Straight
Harbor Lines
State Boundary
Benchmarks
Gages Staff Recording
Rear
Tidal
Aids to Navigation
Lighthouses
Lights Fixed Flashing, Occulting
Lighted Ranges Front Rear
Lighted Buoys
Unlighted Buoys Port Starboard Mid Channel Junction
Daybeacons Port Starboard
Seasonal Lights and Lighted Dredging Ranges
NOTES
SCALE IN FEET
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
OF YOUR CONTRACT
SAFETY IS A PART
REQUIRED DEPTH
U S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
D
IS
T R
IC
T
P O
R T
L A
N D
O
R
C H
A N
N E
L S
A N
D H
A R
B O
R S
P R
O J E
C T
O P
E R
A T
IO
N
S D
IV
IS
IO
N
100' 100' 200' 300' 400'
NJ
M
ON
STA
FF
G
A G E
11 FT (MLLW )
12 FT (MLLW )
29-JUL-2021
SURVEY DATE
11 ft MLLW
12 ft MLLW
PRE/POST
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
R O
G U
E R
IV
E
R M
E C
H A
N
IC
A L
B O
A T
B A
S
IN
A C
C E
S S
C H
A N
N E
L
R M
T O
R M
DREDGE AREA COORDINATES
OW
20' 50' 50'
RIVER MILE: 00+15+46
CROSS SECTION A - A
A
B
C D
E
F
3861705.37 301015.12
3863185.37 301306.12
3863247.91 301055.96
3863131.49 301026.86
3863101.47 301146.94
3861476.26 300827.39
PLACEMENT SITE INFO
FOR ADDITIONAL
RRM-ROG-DISP-000
SEE DRAWING
STAFF GAGE AT COAST GUARD DOCK: Northing: 301879 Easting 3862088 be considered as indicating the general condition existing at that time.
The information depicted on this map represents the results of surveys made on the dates indicated and can only
River Basins Commission, June 1968
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest
2017 Aerial Photography data source: USACE
Reference is Navigation Chart No. 18601
Elevations are shown thus: +2, indicating height in feet above MLLW.
Soundings are shown in feet and indicate depths below MLLW.
1988 (NAVD88 ) at the Coast Guard Dock.
Vertical Datum is Mean Lower Low Water (MLLW ). MLLW is 0.47 feet below North American Vertical Datum of
Horizontal coordinates are based on the Lambert Projection for Oregon, Soth Zone (NAD 83, U.S. Survey Feet )
Control is by USACE.
SUBPART 3.1.4 FOR DETAILS ON DREDGING DEPTHS
SEE SPECIFICATION SECTION 35 20 23.00 82
20'
OW
Y 301,000
Y 302,000
X
,8
,0
X
,8
,0
X
,8
,0
Y 302,000
Y 301,000
X
,8
,0
X
,8
,0
X
,8
,0
(NOT TO SCALE )
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
A
A
6 6
6 6
6 2
5 4
6 34
1 1
+0
+0
+0
+0
+0
+0 +0
+0
+0
+0
+0
+0 +0
+0
+0 +0
+0
+0
+0 +1
+1
+0
+0
+1+1
+1
+0
+0
+1
+1
+1 +1
+1
+0
+1
+1 +1 +1
+1
+0
+0
+1
+1
+1
+1 +1
+1
+0
+1
+1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DWG 3 OF 6
RRM-ROG2-000
SHEET ID
T S
G
T S
G
D A
B
:1
-J
A N
-2
W
N
B
NO M
ATE
RIA
L DI
STURBANCE
BEYOND R
M 0
0+2 2+0
A W
A R
D D
A T
E
W N
C
JE
R
E M
IA
H
W O
O D
A R
D
RM 00+03+17
DREDGE AREA
DOWNSTREAM LIMIT OF
RM 00+21+00
DREDGE AREA
UPSTREAM LIMIT OF
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
X COORDINATE Y COORDINATE
A
B
C
D
E
F
G
H
MAXIMUM PAY DEPTH
FLOOD
EBB
LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
River Mileage from Mouth
Front
Flow Arrows Straight
Harbor Lines
State Boundary
Benchmarks
Gages Staff Recording
Rear
Tidal
Aids to Navigation
Lighthouses
Lights Fixed Flashing, Occulting
Lighted Ranges Front Rear
Lighted Buoys
Unlighted Buoys Port Starboard Mid Channel Junction
Daybeacons Port Starboard
Seasonal Lights and Lighted Dredging Ranges
NOTES
SCALE IN FEET
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
OF YOUR CONTRACT
SAFETY IS A PART
A
A
REQUIRED DEPTH
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IC
T P
O R
T L
A N
D
O R
C H
A N
N E
L S A
N D H
A R
B O
R S P
R O J E
C T
O P
E R
A T
IO
N S D
IV
IS
IO
N
100' 100' 200' 300' 400'
29-JUL-2021
SURVEY DATE
7 ft MLLW
8 ft MLLW
PRE/POST
DWG 4 OF 6
RRM-ROG3-000
SHEET ID
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
R O
G U
E R
IV
E R M
E C
H A
N
IC
A L
T S
G
T S
G
D A
B
:1
-J
A N -2
W
N
B
DREDGE AREA COORDINATES
450'
A
3863113.88 301592.10
3863988.39 301763.97
3864749.04 301803.82
3864808.43 301566.24
3863857.80 301280.35
3863296.32 301169.94
B C
D
E
F
G R
A V
E L B
A R
-5PLACEMENT SITE INFO
FOR ADDITIONAL
RRM-ROG-DISP-000
SEE DRAWING
STAFF GAGE AT COAST GUARD DOCK: Northing: 301879 Easting 3862088 be considered as indicating the general condition existing at that time.
The information depicted on this map represents the results of surveys made on the dates indicated and can only
River Basins Commission, June 1968
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest
2017 Aerial Photography data source: USACE
Reference is Navigation Chart No. 18601
Elevations are shown thus: +2, indicating height in feet above MLLW.
Soundings are shown in feet and indicate depths below MLLW.
1988 (NAVD88 ) at the Coast Guard Dock.
Vertical Datum is Mean Lower Low Water (MLLW ). MLLW is 0.47 feet below North American Vertical Datum of
Horizontal coordinates are based on the Lambert Projection for Oregon, Soth Zone (NAD 83, U.S. Survey Feet )
Control is by USACE.
G H
S T
A
T
O S
T A
.6
7 FT (MLLW )
8 FT (MLLW )
8 FT (MLLW )
9 FT (MLLW )
10 FT (MLLW )
9 FT (MLLW )
STATION 05+71.40
CROSS SECTION A - A
CL
3863320.29 301074.05
3863247.91 301055.96 X
,8
,0
X
,8
,0
X
,8
,0
X
,8
,0
Y 302,000
Y 301,000
Y 302,000
Y 301,000
X
,8
,0
X
,8
,0
A W
A R
D D
A T
E
W
N
C
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
J E
R E
M
IA
H W
O O
D A
R D
SUBPART 3.1.4 FOR DETAILS ON DREDGING DEPTHS
SEE SPECIFICATION SECTION 35 20 23.00 82
(NOT TO SCALE )
-0
-0
-0
-0
-0
-0 -0
-0
-0
-0
-0
-0 -0
-0
-0 -0
-0
-0
-0 -1
-1
1 1
-0
-0
-1-1
-1
-0
-0
-1
-1
-1 -1
-1
-0
-1
-1 -1 -1
-1
-0
-0
-1
-1
-1
-1 -1
-1
-0
-1
-1-1
-1 -1
-1
-0
-0
-1
-1
-1
-1
-1 -2
-1
-0
-1
-1
-1
-1 -1
-2
-1
-0
-0
-1
-1
-1
-1 -2
-2
-2
-1
-1
-1 -1
-2
-2
-2
-2
-1
-1
-1
-1 -2
-2
-2 -2
-1
-0
-0
-1
-1
-2
-2
-2
-2
-2
-1
-0
-0
-1
-1
-2
-2
-2
-2
-2
-1
-0
-0 -1
-1
-2
-2
-2
-2
-2
-2
-1
-1
-6 -6
-6
-7
-7
-8
-8
-6
-6
-6
-2
-1
-1
4 3
-0 -2
-3
-4 -4
-4
-4
-3
-1
-0
-0
-0
-0 -2
-3
-4
-4
-4 -4
-4
-1
-0
-0
-0 -2
-3
-4
-4
-4
-4
-4
-2
-0
-0 -0
-0 -2
-4
-4
-4 -4
-4
-4
-3
-0
-0
-0
-0
-0 -2
-4
-4
-4
-5
-4 -4
-3
-0
-0
-0 -0
-0
-2
-4
-4 -4
-5
-5
-4
-4
-1
-0
-0
-0
-0
-0
-2
-3
-4
-5
-5 -5
-4
-4
-2
-0
-0
-1
-0
-0
-1 -2
-2
-4
-5
-5
-5 -4
-4
-2
-0
-0
-1
-1
-1
-1
-2
-2
-4
-5 -5
-5
-5
-4
-3
-1
-0
-0
-1
-1
-0
-0
-2
-2
-2
-4
-5
-5
-5-5
-4
-4
-1
-0
-0
-1
-1
-0
-1
-2 -2
-2
-3
-5 -5
-5 -5
-4
-4
-2
-1
-1
-1
-0
-0 -2
-2
-2
-2
-5
-5
-5
-5
-5
-4
-3
-1
-0
-0
-1
-1
-0
-1
-1
-2 -2
-3
-5
-5
-5
-5
-4
-3
-2
-0
-0
-1
-1
-0
-0 -1
-1
-1
-1
-1 -5
-5 -5
-5
-4
-4
-2
-1
-0
-1
-0
-0 -1
-1 -1
-1
-4
-5
-5
-5
-5
-4
-3
-1
-0
-0 -1
-0
-0 -1
-1
-2
-4
-5
-5
-5
-5
-4
-4
-2
-1
-0
-0
-0
-0 -2
-4
-4
-5
-5
-5
-4
-4
-3
-1
-0
-0
-0
-0 -2
-4
-5
-5-5
-5
-5
-4
-3
-1
-0
-0
-0
-0
-0
-0
-2
-4
-5
-5
-5 -5
-5
-4
-4
-2
-1
-0 -0
-0
-0
-2
-4
-5
-5
-5
-5
-5 -5
-4
-2
-1
-0
-0
-1
-1
-0
-0 -3
-4
-5
-5
-5
-5
-5
-5
-4
-3
-1
-0
-0
-0 -1
-1
-0
-0
-4
-4
-5
-5 -5
-5-5
-5
-5
-4
-2
-0
-0 -0
-1 -1
-0
-1
-4
-5 -5
-5 -5
-5
-5
-5
-5
-4
-2
-1
-0 -0
-1 -1
-0
-2
-5
-5 -5
-5 -5
-6 -6
-5
-5
-4
-3
-1
-0
-1
-1
-0
-2
-5
-5
-5
-5
-5
-6
-6
-5
-5 -5
-4
-2 -0
-0
-1
-1 -0
-2
-5 -5
-5
-5
-5
-6
-6
-5-5
-5
-4
-2
-0
-0
-1
-1
-1
-2
-5 -5
-5
-5
-5
-6 -6 -5
-5
-5
-4
-3
-0
-0
-1
-1 -0
-1
-5 -5
-5
-5
-6
-6 -6
-6
-5
-5
-5
-3
-1
-0
-1
-1
-0
-1
-5
-5 -5
-5
-6
-6 -6
-6
-6
-5 -5
-3
-1 -0
-0 -1 -1
-0
-0
-4
-5
-5 -5
-6
-6
-6
-6
-6
-6
-5
-4
-1 -0
-0 -0
-1
-0
-0 -3
-5
-5
-6
-6
-6
-6
-6
-6 -6
-5
-4
-2 -0
-0 -1
-0
-2
-5
-5
-6
-6
-6
-6
-6
-6
-6
-5
-5
-3
-0
-0
-1 -0
-2
-5
-5 -6
-6
-6
-7
-6 -6
-6
-5 -4
-3
-0
-0 -1
-0
-1
-5
-6 -6
-6
-7 -7
-6
-6
-4 -4
-4
-3
-0
-0 -0
-1 -5
-6
-6
-6
-7
-7
-6
-6
-4
-3
-3
-2 -0
-0
-1 -5
-6
-6 -6
-7
-7
-7
-6
-5 -2
-1
-0
-0
-1
-5
-6
-6
-6
-7
-8
-7
-6
-6
-3
-1
-0
-3
-5
-6
-6
-7
-8
-8
-8
-6
-6
-5
-0
-1
-1
-2
-2
-2
-3
-2 -1
-0
-1
-1
-2
-2
-2
-3
-2 -2
-0
-1
-1
-1
-2
-2
-3
-3
-2
-1
-0 -1
-1
-1
-2
-2
-3 -3
-3 -2
-0
-1
-1
-2 -2
-3
-3 -3
-2
-1
-0
-1
-1
-1
-2
-2 -3
-3
-3
-1
-0 -0
-1
-1
-2 -2
-2
-3
-3
-2
-0
-0
-1
-1 -1
-2 -2
-3
-3
-2
-0
-0
-1
-1
-1
-2
-2
-2
-3 -3
-0
-0
-1
-1
-1 -1
-2 -2
-2
-3
-0
-0
-1
-1
-1
-1
-1
-2 -2
-1
-1
-0
-0
-1
-1-1
-1
-2
-2 -1
-1
-0
-0
-0
-1
-1
-1
-1
-1
-2
-1
-1
-1
-0
-1
-1
-1
-1 -1
-1-1
-1
-1
-0
-1
-1 -1
-1
-1
-1
-1 -1
-1
-0
-0
-1
-1
-1
-1
-1
-0
-0
-0 -0
-0
-0
-0
-0
-0
-0
-1 -1
-1
-1
-1
-0
-0
-0
-0
-0
-0 -0
-0
-0
-1
-1
-1
-1
-1
-0
-0
-0
-0-0
-0
-0
-0
-0
-1
-1
-1
-1
-0
-0
-0
-0
-0
-0 -0
-0
-0
-0-0
-1
-1 -1
-1
-0
-0
-0
-0
-0
-0-0
-0
-0
-0
-1
-1
-2
-1
-0
-0
-0
-0 -0
-0
-0
-0 -0
-1
-1
-2 -1
-0
-0
-0
-0
-0
-0 -0
-0
-0
-0
-1
-1
-2 -1
-1
-0 -0
-0
-0
-0
-0
-0
-0
-1
-1
-2
-2
-1
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0 -1
-1 -2
-2
-2
-1
-0
-0
-0
-0
-0 -0 -0
-0 -0
-0 -1
-1
-2 -2
-2
-1
-0
-0
-0 -0
-0
-0
-0
-0
-1 -1
-2 -2
-2
-1
-0
-0
-0 -0
-0
-0
-0
-1
-1
-2 -2
-2
-1
-0
-0
-0
-0
-0
-1 -2
-2-2
-2
-1
-1
-0
-0
-0
-0 -1
-2
-2
-2 -2
-2
-1
-0
-0
-1
-2 -2
-2
-2 -2
-1
-0 -0
-1
-2
-2
-2
-2 -2
-1
-0
-1
-2
-2 -2 -2
-2
-2
-0
-1
-2 -3
-3
-2 -3
-2
-1
-0
-2 -3
-3
-3
-3
-2
-1
-0
-2 -3
-3
-3
-3
-2
-1
-0
-2
-3
-3
-3 -3
-2
-1
-0
-2
-2
-3
-3
-3
-2
-1
-0
-2 -2
-3
-3
-3
-3
-1
-0 -1
-2
-2
-3
-3 -3
-2
-0
-1
-2
-3
-3
-3
-3 -2
-1 -2
-3
-3 -3 -3
-3
-0
-0
-3
-3
-3
-3
-4
-3
-1
-0
-3 -3
-3 -3
-4 -3
-1
-0
-2
-3
-3
-4
-4 -4
-2
-0 -0
-0 -2
-3
-3
-4
-4 -4
-3
-0
-0
-0
-0
-0
-1
-1
-1 -1
-1
-1
-1
-1
-0
-0
-1 -1
-1
-1
-1
-1
-1 -1
-0
-0
-1
-1
-1 -1
-1
-1
-1 -1
-1
-0 -0
-1
-1 -1
-1 -1
-1
-1
-1
-0
-0
-0
-1
-1
-1
-1
-1
-1
-1
-0
-0
-0
-1
-1
-1
-1
-1 -1
-1
-0
-0
-0
-0
-1
-1
-1 -1
-0
-1 -1
-0
-0
-1
-1
-1
-0
-0
-1
-0
-1
-1
-1
-0
-0-1
-0
-0
-0 -0
-0
-0 -1
-0
-0
-0
-0
-0
-0
-0-0
-0
-0
-0
-0
-0 -0
-0
-0 -0
-0
-0 -0
-0
-0
-0
-0
-0
-0
-0
-0 -0
-0
-0
-0 -0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0 -1
-1
-0
-0
-0 -0
-1
-1
-1
-0
-0
-0
-0 -1
-1 -1
-0
-0
-0
-0 -1
-1
-1
-0
-0
-1
-1
-1
-1
-1
-0
-0
-1
-1 -1
-1 -1
-1 -0
-0
-0
-1
-1
-1
-1 -1
-1
-0
-0
-0
-0
-1
-1 -1
-1 -1
-1 -0
-0
-0 -0
-0
-0
-1
-1 -1
-1
-1 -0
-0
-0
-0 -0
-0
-0
-1
-1-1
-1
-1
-0
-0
-0
-0 -0
-0
-0
-1
-1
-1 -1
-1
-1
-0
-0
-0
-0
-0
-0
-1
-1
-1
-1
-1
-0
-0
-0
-0
-0 -0
-0
-1
-1
-1
-1
-1
-1
-0
-0 -0
-0 -0
-0
-1
-1
-1
-1
-1
-1
-0
-0 -0
-0
-0
-0
-0
-1
-1 -1
-1
-1
-1
-0
-0 -0
-0
-0 -0
-0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
NO M
ATERIA
L DI
STURBANCE
BEYOND R
M 0
0+2 2+0
VERTICAL SLOPE
G-F-E
10' D
REDGE AREA
250'
9' DREDGE AREA
250'
8' DREDGE AREA
APPROX. 11
50'
STA 00+00
DREDGE AREA
UPSTREAM LIMIT OF
DREDGE AREA
UPSTREAM LIMIT OF
STA 16+37.69
A
B
C
D
E
F
FLOOD
EBB
LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
River Mileage from Mouth
Front
Flow Arrows Straight
Harbor Lines
State Boundary
Benchmarks
Gages Staff Recording
Rear
Tidal
Aids to Navigation
Lighthouses
Lights Fixed Flashing, Occulting
Lighted Ranges Front Rear
Lighted Buoys
Unlighted Buoys Port Starboard Mid Channel Junction
Daybeacons Port Starboard
Seasonal Lights and Lighted Dredging Ranges
NOTES
SCALE IN FEET
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
OF YOUR CONTRACT
SAFETY IS A PART
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IC
T P
O R
T L
A N
D
O R
C H
A N
N E
L S A
N D H
A R
B O
R S P
R O J E
C T
O P
E R
A T
IO
N S D
IV
IS
IO
N
100' 100' 200' 300' 400'
NJ
M
ON
STA
FF
G
A G E
11 FT (MLLW )
12 FT (MLLW )
19-AUG-2021
SURVEY DATE
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
R O
G U
E R
IV
E R M
E C
H A
N
IC
A L
R M
T
O R
M
DREDGE AREA COORDINATES
A
B
CD
E
F
3861661.82 301367.29
3862158.83 301774.54
3862158.83 301883.92
3862126.11 301883.92
3862092.34 301916.64
3862177.24 302004.28
G
H
PLACEMENT SITE INFO
FOR ADDITIONAL
RRM-ROG-DISP-000
SEE DRAWING
STAFF GAGE AT COAST GUARD DOCK: Northing: 301879 Easting 3862088 be considered as indicating the general condition existing at that time.
The information depicted on this map represents the results of surveys made on the dates indicated and can only
River Basins Commission, June 1968
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest
2017 Aerial Photography data source: USACE
Reference is Navigation Chart No. 18601
Elevations are shown thus: +2, indicating height in feet above MLLW.
Soundings are shown in feet and indicate depths below MLLW.
1988 (NAVD88 ) at the Coast Guard Dock.
Vertical Datum is Mean Lower Low Water (MLLW ). MLLW is 0.47 feet below North American Vertical Datum of
Horizontal coordinates are based on the Lambert Projection for Oregon, Soth Zone (NAD 83, U.S. Survey Feet )
Control is by USACE.
Y 301,000
Y 302,000
X
,8
,0
X
,8
,0
Y 302,000
Y 301,000
X
,8
,0
X
,8
,0
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
G
H
I
J
U N
IT
E D S
T A
T E
S C
O A
S T G
U A
R D C
H A
N N
E L
X COORDINATE Y COORDINATE
3862233.83 301739.04
3861709.36 301309.28
I
J
11 11
4 4
5 5 5
5 5
8 8
3 3
4 4
7 7
8 8
4 4 5
3 3
4 5
8 9
9 9
9 9
6 6
111112
14 14
-0
-0
-0
-0
A
A
3862214.66 301968.03
3862233.83 301922.77
CL
MAXIMUM PAY DEPTH
REQUIRED DEPTH
12 ft MLLW
PRE/POST
75'
RIVER MILE: 00+13+30
CROSS SECTION A - A
(NOT TO SCALE )
BETWEEN POINTS B, C, D, E, & F
VERTICAL SLOPE ALONG CHANNEL EDGE
RM 00+18+97
DREDGE AREA
UPSTREAM LIMIT OF
RM 00+10+00
DREDGE AREA
DOWNSTREAM LIMIT OF
SUBPART 3.1.4 FOR DETAILS ON DREDGING DEPTHS
SEE SPECIFICATION SECTION 35 20 23.00 82
USCG DOCK PILINGS
5 FOOT STANDOFF FROM
11 ft MLLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DWG 5 OF 6
RRM-ROG4-000
SHEET ID
T S
G
T S
G
D A
B
:1
-J
A N -2
W
N
B
A W
A R
D D
A T
E
W
N
C
J E
R E
M
IA
H W
O O
D A
R D
A
B
C
D
FLOOD
EBB
LEGEND
Primary Control Point
Coordinated Survey Points
Uncoordinated Survey Points
Dredging Ranges
River Mileage from Mouth
Front
Flow Arrows Straight
Harbor Lines
State Boundary
Benchmarks
Gages Staff Recording
Rear
Tidal
Aids to Navigation
Lighthouses
Lights Fixed Flashing, Occulting
Lighted Ranges Front Rear
Lighted Buoys
Unlighted Buoys Port Starboard Mid Channel Junction
Daybeacons Port Starboard
Seasonal Lights and Lighted Dredging Ranges
NOTES
SCALE IN FEET
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
OF YOUR CONTRACT
SAFETY IS A PART
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IC
T P
O R
T L
A N
D
O R
C H
A N
N E
L S A
N D H
A R
B O
R S P
R O J E
C T
O P
E R
A T
IO
N S D
IV
IS
IO
N
500' 500' 1000' 1500' 2000'
C
A B
D
R O
G U
E R
IV
E R O
C E
A N P
L A
C E
M E
N T S
IT
E
PLACEMENT SITE COORDINATES
SJ MON
0+00
-05
-10
-15
-20
-25
-25
-20
-15
-10
-05
-30
-35
-40
-45
-45
-40
-35
-30
-50
-50
-52+80
-1
0+00
NJ MON 3
North Jetty 3
RAMP
3852406.49 291657.53
3855369.78 293949.81
3856286.82 292690.45
3853323.47 290398.04
23-MAY-2021
SURVEY DATE
STAFF GAGE AT COAST GUARD DOCK: Northing: 301879 Easting 3862088 be considered as indicating the general condition existing at that time.
The information depicted on this map represents the results of surveys made on the dates indicated and can only
River Basins Commission, June 1968
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics Committee, Pacific Northwest
2010/2017 Aerial Photography data source: ESRI, USDA, NASA, i-cubed/USACE
Reference is Navigation Chart No. 18601
Elevations are shown thus: -2, indicating height in feet above MLLW.
Soundings are shown in feet and indicated depths below MLLW.
1988 (NAVD88 ) at the Coast Guard Dock.
Vertical Datum is Mean Lower Low Water (MLLW ). MLLW is 0.47 feet below North American Vertical Datum of
Horizontal coordinates are based on the Lambert Projection for Oregon, Soth Zone (NAD 83, U.S. Survey Feet )
Control is by USACE. M A
IN
T E
N A
N C
E D
R E
D G
IN
G
R O
G U
E R
IV
E R M
E C
H A
N
IC
A L
Y 300,000
X
,8
,0
X
,8
,0
Y 300,000
X
,8
1, X
,8
1, X
,8
,0
X
,8
,0
Y 294,000
Y 294,000
P L
A N
N
IN
G P
L A
C E
M E
N T S
IT
E L
A Y
O U
T D
R A
W
IN
G
8181828384
93 86 83 82 82 81 81 76 77 75 74 73 71 70 69 68 67 68 67 66 65 64 63 61 59 59 59 59 58 57 56 54 51 50 49 48 47
49495050515252545658596061616062646566676768707171727375767782828183838759
100 67 86 86 83 81 81 80 78 77 76 74 72 72 71 70 68 67 66 66 65 63 60 61 61 61 61 60 59 59 53 53 53 52 52 52 51
48515354545454565859606162626163646566656768696970717277788082818283868891
80 72 78 78 85 83 81 82 79 79 77 73 72 71 69 69 68 68 67 66 66 64 64 63 62 62 61 60 59 58 55 56 55 55 55 53 50
5153555757595860606161636362646566676768697072727475787781818586798377
95 80 82 85 88 83 82 80 79 78 76 74 73 72 71 70 69 68 67 65 65 63 63 62 63 60 60 59 61 58 58 57 56 55 53 53 52
52535354555757585860606162626364646466676768717172737576787980828382868089
85 89 88 88 84 84 86 81 79 78 77 81 74 73 72 70 70 69 69 69 67 65 66 64 63 64 62 61 60 59 58 58 57 56 55 55 54
54595661576359596064626263646566666768697071727375797678798182828486869090
92 89 88 87 85 84 83 87 81 79 87 77 76 75 74 73 72 72 70 69 69 68 67 66 65 65 64 63 63 62 61 60 59 58 57 56 56
555657585959606162636464666667686969707172737476767778798082828485868788
4547474849505152565656575858585963656565656667686971717273757780
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DWG 6 OF 6
RRM-ROG-DISP-000
SHEET ID
:5
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-J
A N -2
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SITE CENTROID FROM RM 00+00+00
1.75 NAUTICAL MILES TO PLACEMENT
T S
G
T S
G
| 00-RRM-TTL-000 |
| 01-RRM-IND-000 |
| 02-RRM-ROG1-000 |
| 03-RRM-ROG2-000 |
| 04-RRM-ROG3-000 |
| 2022-01-18T12:02:07-0800 | |
| FLODIN.RONALD.STEVEN.1093781321 |
| 2022-01-19T15:30:57-0800 | |
| ANDERSON.KYMBERLY.C.1254213949 |
| 2022-01-21T16:01:50-0800 | |
| DUYCK.PATRICK.L.1242841189 |
| 2022-01-27T00:05:23-0800 | |
| HELTON.MICHAEL.DON.1131216021 |
File details come from the government source that posted it. Updated .