Solicitation_W9127N-16-B-0007_Plans.pdf
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- Depot Slough Clamshell Maintenance Dredging 2016
- Solicitation number
- W9127N-16-B-0007
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Solicitation W9127N-16-B-0007 Plans
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| File | Type | Posted |
|---|---|---|
| Bid_Abstract_16-B-0007.pdf | ||
| Amd_0001_W9127N-16-B-0007.pdf | ||
| Solicitation_W9127N-16-B-0007_Specs.pdf |
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S U
B M
IT
T E
D B
Y
S N
A K
E
P A
C
IF
IC
O
C E
A N
OREGON
N
N
NOT TO SCALE
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
W
N -1
-B -0
DSC-IND-000
DSC-IND-000
D S
C -I
N D -0
.D
G N
DSC-DSL-000
T M
H
K A
R L
A G E
L L
IS
TABLE OF CONTENTS AND VICINITY MAP
FILE
NUMBERNUMBER
DESCRIPTION
CONTRACT DRAWING INDEX
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
A W
A R
D D
A T
E
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
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
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
PLANNING LAYOUT DRAWING
DEPOT SLOUGH RM 00+00+00 TO 00+20+00
DEPOT SLOUGH CLAMSHELL MAINTENANCE DREDGING 2016
D E
P O
T S
L O
U G
H C
L A
M S
H E
L L
X X -X
X -X
X
PROJECT
LOCATION
DEPOT
SLOUGH
DWG 1 OF 2
N .T .S
T S
G
T S
G
YAQUINA
BAY
PROJECT OVERVIEW
BAY
YAQUINA
RIVER
YAQUINA
SLOUGH
DEPOT
NORTH
ODMDS
SOUTH
ODMDS
-J
U N -2
Piling
Piling
Piling
Piling
Piling
SUBMARINE PIPELINE
CROSSING AREA
Boat Spike
GAGE
STAFF
OVERHEAD PIPELINE 61.9 FT.
CLEARANCE (MLLW)
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
FILE
NAME
DSC-DSL-000
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
D S
C -D
S L -0
.D
G N
R M
T
O
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
OF YOUR CONTRACT
SAFETY IS A PART
Y 366,000
X ,3 ,0
X ,3 ,0
Y 366,000
Y 365,000
X ,3 ,0
X ,3 ,0
Y 365,000
50' 50' 100' 150' 200'
X COORDINATE
7307011.34
WORK AREA B-B COORDINATES
7307112.38
7307320.27
7307206.24
7306483.94
7306428.18 364739.27
364651.64
365458.25
365660.06
365664.76
365501.65
Y COORDINATE
B
C
D
M
F
G
H
I
J
K 7307320.27
7307179.96
7307049.00
7306954.19
7306875.09
7306989.56
X COORDINATE Y COORDINATE
366150.63
366232.29
366388.00
366339.84
366157.03
365660.06
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM PAY OVERDEPTH
MAXIMUM DREDGING DEPTH
X COORDINATE Y COORDINATE
7256057.80 355980.55
7257013.08 361396.95
7259967.48 360875.84
7259012.19 355459.43
NOTES
Elevations are shown thus: +2, indicating height in feet above MLLW.
Control is by USACE and NOS-C&GS.
Datum is Mean Lower Low Water. (MLLW is 4.10 feet below National Geodetic
Soundings are shown in feet and indicate depths below MLLW.
U.S. Survey Feet).
Location of river mile markers and terrain features are approximate.
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.
Hydraulics Committee, Pacific Northwest River Basins Commission.
Aerial photography taken by U.S.D.A. Fall 2009
River mileage conforms to the River Mile Index of the Hydrology and Reference is Navigation Chart Nos. 18581 and 18561.
Coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, Northing: 365469 Easting: 7307271
STAFF GAGE AT TOLEDO
Vertical Datum at River Mile 1.8 and 3.98 feet at Toledo, 1947 adjustment.)
SCALE IN FEET
LEGEND
Primary Control Point
Aids to Navigation
Lighthouses
Lights
Lighted Ranges
Lighted Buoys
Benchmarks
Gages Staff Recording
Front Rear
Straight Tidal
FLOOD
EBB
Port
Rear
Port
Fixed
Front
Junction
Starboard 43
Flashing, FLOW
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
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
-12ft. MLLW
-14 ft. MLLW
-10ft. MLLW
DWG 2 OF 2
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D E
P O
T S
L O
U G
H C
L A
M S
H E
L L
D E
P O
T S
L O
U G
H
T S
G
T M
H
T S
G
K A
R L
A G E
L L
IS
W
N -1
-B -0
12ft CONTOUR MLLW
10ft CONTOUR MLLW
8 8 8 7 7 7 6 5 5 4 5 5 4 4 4 4 4 4 1 2
0 1 1
+0
7 6 3 4 6 7 8 7 6 7 7 6 4 4 4 4 4 3 3 3 3 4 4 5 5 5 5 4 4 3 3 4 5 6 5 4 4 5 5
21110+0+1+1+1+000011112
7889101010111111121110
8 8 7 7 7 6 5 5 6 7 7 6 7 7 7 7 7 7 7 8 9 8 10 7 8 8 7 7 8 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 7 7 8 8 7 7 7 7 7 7 7 8 8 9 9 9 9 8 8 8
+2
+2
+1
+1
+0
+0
+0
+0
+0
776666554445 55666
4444444444455666677777891088101112121091111111312121111109
8 8 8 7 7 6 6 7 7 8 8 9 9 9 91010 9 9 9 9101111121313121111111110 9 9 9 9 8 8 8 8 8 8 8 8 8 7 8 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 8 8 8 8 8 8 9
+0
+0
8888777766666666666666666777777777777777776766777777777888891011111112121313131114121314131212111198
8 8 8 7 7 6 7 8 8 9 9 91010101010101010101011111313131311111212111110101010 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 9 9 8 8 8 8 8 7 7 6
9988888787777777777777787887777777777777778778888777777788889101011111212131312131212131213121211988
8 8 8 7 7 7 8 9 910101011111111111111111111111111111111121211111111111111111111111111111111101010101011101010 9 9 9 9 9 9 9 9 9 91010 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8
99999998888888888888888888888888888888888888888898888888889991010111112131212121212121212111211119788
8 8 7 7 81010101011111212121212121211111110101010101010101010101010101010 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 9 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8
N
Y COORDINATEX COORDINATE
O
P
V
U
T
Q
R
S
A B D
E
F
J
K
L M
N
Q
R
S
T
V
U
P
O
COORDINATES
SOUTH PLACEMENT SITE
COORDINATES
NORTH PLACEMENT SITE
C
00+12+38
CENTERLINE AT APPROX
A-A AND B-B CROSSES
BOUNDARY LINE OF AREAS
04-FEB-2016
SURVEY DATE
7258594.68 369397.10
7259549.32 374813.62
7262503.63 374292.00
7261548.99 368875.48
7306879.61 365393.30
A
E 7307084.75 365983.67
WORK AREA A-A COORDINATES
G
H
I
K
L
N
7306345.91 364797.31 D 7307112.38 365664.76
DREDGE SURVEY
DETERMINED BY PRE
ACTUAL DEPTHS TO BE
DREDGE SURVEY
DETERMINED BY PRE
ACTUAL DEPTHS TO BE
ODMDS-S
ODMDS-N
NOT TO SCALE
NORTH AND SOUTH
YAQUINA BAY ODMDS
A
A
RIVER MILE: 00+07+00
CROSS SECTION A - A
-J
U N -2
100' 100'
00+00+00
LIMIT
PROJECT
LOWER
00+20+00
LIMIT
PROJECT
UPPER
CENTROID IS 86700 ft
00+12+38 TO ODMDS-S
AREA AT CENTERLINE AT RM
DISTANCE FROM DREDGE
CENTROID IS 88850 ft
00+12+38 TO ODMDS-S
AREA AT CENTERLINE AT RM
DISTANCE FROM DREDGE
S O
U T
H
N O
R T
H
7 8
19 20
22 23
32 33
38 39
43 44
52 53
58 29
64 65 66
7 8
19 20
22 23
32 33
38 39
43 44
52 53
58 29
64 65 66
N
PROXIMITY TO DREDGE AREAS
YAQUINA BAY ODMDS LAYOUT
NOT TO SCALE
SLOUGH
DEPOT
S A
M P
L E L
A Y
O U
T D
R A
W
IN
G X
X -X
X -X
X
| 01-DSC-IND-000 |
| 02-DSC-DSL-000 |
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