3-Plans.pdf
PDF 13 MB Posted
- Attached to
- FY25 QUILLAYUTE MAINTENANCE DREDGING Federal contract opportunity
- Solicitation number
- W912DW25B0005
About this file
These are engineering contract drawings for the FY25 Quillayute River Hydraulic Dredging project located in La Push, Washington, prepared by the U.S. Army Corps of Engineers Seattle District. The multi-sheet document includes detailed plans for dredging the Quillayute River channel and boat basin, with specific technical specifications for:
The project involves dredging the river channel from stations 3+00 to 38+00, with a required dredging depth of -10 feet and a 2-foot overdepth allowance. Two placement sites are designated: Placement Site A for beach nourishment and Placement Site B along the river. The dredging includes the main channel, inner channel, and boat basin, with precise coordinate references and cross-sectional diagrams detailing the dredging prism, existing ground lines, and placement strategies. The contract includes base items and optional items for different dredging sections, with a focus on maintaining navigation depths and supporting coastal infrastructure.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Quillayute Dredging Bid Abstract (25B0005).pdf | ||
| W912DW25B0005_Amendment_0001_Quillayute_Dredging.pdf | ||
| 2-SPECS.pdf | ||
| 1-Solicitation W912DW25B0005 (Quillayute Dredging).pdf |
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Text version
D
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A
1 2 3 4 5
US Army Corps of Engineers Seattle District
LA PUSH, WASHINGTON
CONTRACT DRAWING INDEX
CONTRACT DRAWING CONTRACT DRAWING CONTRACT DRAWING CONTRACT DRAWING TITLE FILE NO. SHEET NO. PLATE NO.
D-1-8-347 1 G-001 TITLE, VICINITY MAP, AND DRAWING INDEX
D-1-8-347 2 G-101 GENERAL PLAN
D-1-8-347 3 CN501 RIVER DETAIL - DREDGING AND PLACEMENT PLAN
D-1-8-347 4 CN502 BOAT BASIN DETAIL
D-1-8-347 5 CN301 SECTIONS
D-1-8-347 6 VH401 GENERAL PLAN FOR REPRESENTATIVE CONDITION SURVEYS
REFRENCE CROSS SECTION INDEX
CONTRACT DRAWING REFERENCE DRAWING REFERENCE DRAWING
FILE NO. SHEET NO. PLATE NO.
D-1-8-346 1 N/A D-1-8-346 2 N/A D-1-8-346 3 N/A D-1-8-346 4 N/A
LA PUSH TIDE TABLE
NOS, Epoch 1983-2001, Revised 2020
Elevations of tidal datums referred to Mean Lower Low Water (MLLW) in FEET:
HIGH TIDE LINE HTL= 10.89
MEAN HIGHER HIGH WATER MHHW= 8.52
MEAN HIGH WATER MHW= 7.81
MEAN TIDE LEVEL MTL= 4.60
MEAN SEA LEVEL MSL= 4.58
NORTH AMERICAN VERTICAL DATUM 1988 NAVD88 = 1.45
MEAN LOW WATER MLW= 1.38
MEAN LOWER LOW WATER MLLW= 0.00
REFERENCE DRAWING TITLE
QU 01 QUR 20240506 CS D 1 8 346, QUILLAYUTE RIVER AND BOAT BASIN
QU-01-QUR-20240506-CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN
au-01-auR-20240506-CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN QU=01=QUR=20240506=cs=D=1=8=346, QUILLAYUTE RIVER AND BOAT BASIN
Station ID: 9442396 PUBLICATION DATE: 07/07/2020 Name: LA PUSH, QUILLAYUTE RIVER, WASHINGTON NOAA Chart: 18480 Latitude:
USGS Quad: LA PUSH Longitude:
FY 2025
47° 54.8' N 124° 38.2' w
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This project was designed by the PREPARED BY:
Seattle District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment
TRAVIS D. BALL, P.E.
as required by ER 1110-1-8152 HYRAULIC AND COASTAL ENG. SECTION
REVIEWED BY: RECOMMENDED BY:
ANIL L. NISARGAND, P.E. SARA C. MARXEN. P.E.
CHIEF, SPECS & TECH, REVIEW CHIEF, HYRAULICS AND HYDROLOGY BRANCH
I ' I ' I ' e WALLA WALLA
• PENDLETON
SUBMITTED BY:
GABBY CHIAPPINI
PROJECT MANAGER, NAVIGATION SECTION
APPROVED BY:
CATHERINE M. PETROFF, Ph.D., P.E .
CHIEF, ENGINEERING DIVISION
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N 356,806.320
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number:
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N 355,604.172
E 709,000
E 708,000
E 707,000
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AREA TO BE DREDGED
PLACEMENT SITE
TIDE STAFF GAGE
SECTOR LIGHT NAVIGATION AID
SHEET 4
CONTRACT
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DREDGING,
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N
,0
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,0
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,0
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3+00 TO 18+00
26+67 TO 38+00
-10'
-10'
2'
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STATION
ALIGNMENT 1997
CHANNEL PLACEMENT SITE A
DREDGING DEPTH (FT)
REQUIRED
ITEMS AREA
BASE BID
BOAT BASIN
OVERDEPTH
ALLOWABLE
SIDE SLOPE
CHANNEL
PRIORITY
DESIGNATED PLACEMENT SITE
THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST RECORD AND MAY REQUIRE VERIFICATION.6.
THE BOAT BASIN, OR AS DIRECTED BY THE COR (CONTRACTING OFFICER REPRESENTATIVE).
TIMBER WALLS, OF TWENTY FIVE (25) FEET, WITHIN THE OUTER AND INNER CHANNEL, AND FIVE (5) FEET, WITHIN
THE CONTRACTOR SHALL MAINTAIN A MINIMUM STANDOFF DISTANCE, FROM ALL PILING STRUCTURES AND 5.
CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.4.
BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN BY UNITED STATES DEPARTMENT OF AGRICULTURE (2017).3.
ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE) MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.2.
DATUM 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91.
HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601, NORTH AMERICAN1.
NOTES:
CHANNEL 18+00 TO 35+00 -10' 2' 1V:2H
1V:2H
PLACEMENT SITE B
PLACEMENT SITE B
C H
A N
N E L
IN
N E R
C H
A N
N E L
O U T E R
W A
S H
IN
G
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PARKING/STAGING AREA
RIALTO BEACH
A
B
C
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1 3 4 5
Seattle District
US Army Corps of Engineers
A p p r
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S y m b o l
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.S . A rm y C o rp s o f E n g in e e rs s triv e s to m a in ta in a c c u ra te a n d p re c is e m a p s , th e
600'400'200'0300'
E 707,087.627
N 356,197.405
E 707,226.808
N 356,465.797
PID: N/A
E: 708,484.832
N: 355,843.768
11+00-25+00 F LT TOE
PID: BBBL38
E: 708,310.677
N: 355,547.621
2396 G 2005
PID: SD0158
E: 707,701.229
N: 354,508.05
944 2396 TIDAL 7
E 706,820.027
N 355,561.928
E 706,985.534
N 355,932.135
SOUTH JETTY
QUILLAYUTE RIVER
PLACEMENT SITE A
R&G SECTORS
Fl G 4s
"3"
TIDE STAFF GAGE
+0
R&G SECTORS
Fl G 4s
"3"
QUILLAYUTE RIVER
PACIFIC OCEAN
EBB
FLOOD
+0
+0
+0
+0
PLACEMENT SITE B
E 707,663.608
N 357,648.203
E 707,320.606
N 356,4E1.128
E 707,099.522
N 355,885.072
E 707786.192
N 357,589.779
PLACEMENT AREA
BEACH NOURISHMENT
LA PUSH
JAMES ISLAND
QUILLAYUTE SPIT
E 707459.28
N 356806.32
FIRST BEACH
14R
C H
A N
N E L
O U T E R
C H
A N
N E L
IN
N E R
OFF BACK 50.00
STA BACK 5+90.18
OFF FWD 50.00
STA FWD 5+49.58
E 705968.20 N 353752.46
13R
Off 50.00 Sta 20+18.01 E 707,069.93 N 354,723.27
Off 90.00 Sta 21+10.06 E 707,112.54 N 354,814.13
15R
Off 90.00 Sta 23+81.60 E 707,316.27 N 354,993.65
16R
14R
15R
16R
AREA TO BE DREDGED
PLACEMENT SITE
TIDE STAFF GAGE
SECTOR LIGHT NAVIGATION AID
LEGEND:
N
,0
N
,0
N
,0
N
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E 706,000
E 707,000
E 708,000
N
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1R
2R
3R
4R
5R
6R
7R
8R
9R
10R
11R
RIVER DREDGING, THIS CONTRACT
Off 137.50 Sta 35+00.00 E 707684.10 N 355988.84
Off 137.50 Sta 35+00.00 E 707942.05 N 355893.50
Off 137.50 Sta 27+95.00 E 707697.63 N 355232.22
Off 177.50 Sta 27+85.00 E 707731.68 N 355208.98
Off 177.50 Sta 27+10.00 E 707705.68 N 355138.63
Off 137.50 Sta 27+00.00 E 707664.70 N 355143.11
Off 137.50 Sta 26+54.10 E 707648.78 N 355100.06
Off 50.00 Sta 11+41.02 E 706,478.05 N 354,068.44
Off 107.40 Sta 4+33.78 E 706,113.06 N 353,584.37
Off 80.00 Sta 3+00.00 E 706,075.55 N 353,454.43
Off 50.00 Sta 3+00.00 E 705,945.65 N 353464.40
0200' 200' 400'100'
13R
SURVEY CONTROL/MONUMENT
3R
6R 7R
8R
9R
10R
11R
1R
2R
5R 4R
RECORD AND MAY REQUIRE VERIFICATION.
THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST6.
THE BOAT BASIN, OR AS DIRECTED BY THE COR (CONTRACTING OFFICER REPRESENTATIVE).
TIMBER WALLS, OF TWENTY FIVE (25) FEET, WITHIN THE OUTER AND INNER CHANNEL, AND FIVE (5) FEET, WITHIN
THE CONTRACTOR SHALL MAINTAIN A MINIMUM STANDOFF DISTANCE, FROM ALL PILING STRUCTURES AND 5.
CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.4.
BASE IMAGERY PREPARED FROM BING MAPS (2024).3.
LOWER LOW WATER (MLLW). EPOCH 1983-2001.
ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE) MEAN2.
DATUM 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91.
LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601, NORTH AMERICAN
HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM:1.
NOTES:
LOWER TIDES
EXCEPT AT
SUBMERGED,
SEA DIKE
R&G SECTORS
Fl G 4s
"3" number:
Plate
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A p p r
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, m a y n o t b e c u rre n t, a n d
/o r m a y b e in c o m p le te o r c o n ta in in g o m is s io n s . It m a y b e in e rro
r. T h e U
.S . A rm y C o rp s o f E n g in e e rs a n d its s u p p lie rs m a k e s n o w a rra n tie s , e x p re s s o r im p lie d , a s to th e a c c u ra c y o f
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.S . A rm y C o rp s o f E n g in e e rs s triv e s to m a in ta in a c c u ra te a n d p re c is e m a p s
PID: N/A
E: 708,484.832
N: 355,843.768
11+00-25+00 F LT TOE
PID: BBBL38
E: 708,310.677
N: 355,547.621
2396 G 2005
PID: SD0158
E: 707,701.229
N: 354,508.05
944 2396 TIDAL 7
SOUTH JETTY
QUILLAYUTE RIVER
PLACEMENT SITE A
TIDE STAFF GAGE
SHEET 4
DETAIL SEE
FOR BOAT BASIN
R&G SECTORS
Fl G 4s
"3"
QUILLAYUTE RIVER
+8
+1
+1
+0
PACIFIC OCEAN
FLOOD
EBB
E 707,813.076
N 355,941.169
P.I. 35+00.00
E 707,467.916
N 355,007.328
P.I. 25+04.412
E 706,016.486
N 353,728.364
P.I. 5+69.88
E 705,972.489
N 353,160.181
P.I. 0+00.00
+0
+0
+0
+0
PLACEMENT SITE B
D O
C K
C .G
PLACEMENT AREA
BEACH NOURISHMENT
MARINA
LA PUSH
BLDG
RESOURCE
NATURAL
QUILEUTE
STATI
ONCOAST GUARD
MOORAGE
COVERED
C.G.
H W
Y
L A P
U S
H R
O A
CO
UNCIL BLDG
TRIBAL
FUEL DOCK
RIALTO BEACH
JAMES ISLAND
QUILLAYUTE SPIT
OFFICE
MARINA PORT
SP
RUCE
C H U R C H S T.
ALDER ST.
B O
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T
MAIN STREET Q
UILLAYUTE ST.
R
IV
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T.
F
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Option Item 4100
CONTRACT
DREDGING THIS
Option Item 2100
Base Item 2000
CONTRACT
DREDGING THIS
'-0
20'-0"
15'-0"
CN502
number:
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Off 207.36
Sta 37+85.01
E 708106.39
N 356136.61
Off 325.83
Sta 37+85.01
E 708217.50
N 356095.54
Off 471.23
Sta 37+05.92
E 708326.47
N 355970.95
Off 463.89
Sta 37+58.47
E 708337.80
N 356022.78
Off 250.48
Sta 36+99.55
E 708117.21
N 356041.51
Off 266.71
Sta 27+88.18
E 707907.69
N 355044.49
Off 394.34
Sta 27+88.82
E 707876.86
N 355029.66
Off 399.62
Sta 26+91.74
E 707745.84
N 355078.09
Off 375.84
Sta 26+67.14
E 707727.99
N 355119.82
Off 236.16
Sta 26+67.14
E 707705.71
N 355138.71
Off 207.85
Sta 27+85.00
E 707760.16
N 355198.45
Off 177.50
Sta 27+85.00
E 707731.68
N 355208.98
1BB 2BB 3BB 4BB
5BB 6BB 7BB 8BB
9BB 10BB 11BB 12BB
13BB 14BB 15BB
Off 252.75
Sta 34+51.56
E 707916.79
N 355073.46
Off 358.42
Sta 380+03.65
E 708254.54
N 356101.73
Off 464.20
Sta 380+03.65
E 708353.76
N 356065.06
BOAT BASIN DREDGING, THIS CONTRACT
A
B
C
D
1 3 4 5
Seattle District
US Army Corps of Engineers
A p p r
D e s c ri p ti o n
S y m b o l
D a te
R E
V
IE
W E
D
A P
P R
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C T
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A
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D /S
U B
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D
B R
A D
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IN
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C H
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A V
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A
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G A
B B
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C
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IA
P P
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I
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T H
B
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P
.E c o n d itio n s d e p ic te d e x c e p t a s d e s c rib e d a b o v e , in c lu d in g n o w a rra n tie s a s to th e u s a b ility o r s u ita b ility fo r a n y p a rtic u la r p u rp o s e in fo rm a tio n o n th is m a p m a y n o t b e a c c u ra te
, m a y n o t b e c u rre n t, a n d
/o r m a y b e in c o m p le te o r c o n ta in in g o m is s io n s . It m a y b e in e rro
r. T h e U
.S . A rm y C o rp s o f E n g in e e rs a n d its s u p p lie rs m a k e s n o w a rra n tie s , e x p re s s o r im p lie d , a s to th e a c c u ra c y o f
C A
U T
IO
N
: N O
T
IN
T E
N D
E D
F O
R N
A V
IG
A
T
IO
N A
L O
R R
E L
A T
E D
P U
R P
O S
E S
. T h e in fo rm a tio n o n th is m a p re s u lts fro m h y d ro s u rv e y s p e rfo rm e d o n th e d a te s in d ic te d . A lth o u g h th e U
.S . A rm y C o rp s o f E n g in e e rs s triv e s to m a in ta in a c c u ra te a n d p re c is e m a p s
060' 60'30' 120'
LEGEND:
AREA TO BE DREDGED
TIDE STAFF GAGE
PILES OR DOLPHINS
N
,8
N
,5
N
,1
N
,4
E 708,000
E 708,300
E 708,600
E 707,700 Option Item 3100
Base Item 3000 and
THIS CONTRACT
DREDGING,
1BB
2BB
3BB
4BB 5BB
6BB
7BB
8BB
9BB
11BB
12BB
13BB
14BB
15BB
10BB
TIDE STAFF GAGE
VESSELS
SUNKEN
REPORTED
THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST RECORD AND MAY REQUIRE VERIFICATION.6.
THE BOAT BASIN, OR AS DIRECTED BY THE COR (CONTRACTING OFFICER REPRESENTATIVE).
TIMBER WALLS, OF TWENTY FIVE (25) FEET, WITHIN THE OUTER AND INNER CHANNEL, AND FIVE (5) FEET, WITHIN
THE CONTRACTOR SHALL MAINTAIN A MINIMUM STANDOFF DISTANCE, FROM ALL PILING STRUCTURES AND 5.
BASE IMAGERY PREPARED FROM BING MAPS (2024)4.
CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.3.
ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE) MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.2.
WASHINGTON NORTH ZONE, 4601. NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91
HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE,1.
NOTES:
O
C K
C .G
BLDG
RESOURCE
NATURAL
QUILEUTE
STAT
IONCOAST G
UARD
MOORAGE
COVERED
C.G.
C O
U N
C
IL
B
L D
G
T R
IB
A L
FUEL DOCK
SE
AF
OO
DS
QU
ILL
AY
UT
E
B O
A T S
T
MAIN STREET
EXISTING GRADE
CN301
number:
Plate
U
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A R
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W D
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1 3 4 5
A
B
Seattle District
US Army Corps of Engineers
A p p r
D e s c ri p ti o n
S y m b o l
D a te
R E
V
IE
W E
D
A P
P R
O V
E D
P R
O
JE
C T
M A
N A
G E
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A V
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D /S
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M
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B R
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H U
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D E
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G A
B B
Y R
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P P
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T H
B
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W N
P
.E c o n d itio n s d e p ic te d e x c e p t a s d e s c rib e d a b o v e , in c lu d in g n o w a rra n tie s a s to th e u s a b ility o r s u ita b ility fo r a n y p a rtic u la r p u rp o s e in fo rm a tio n o n th is m a p m a y n o t b e a c c u ra te
, m a y n o t b e c u rre n t, a n d
/o r m a y b e in c o m p le te o r c o n ta in in g o m is s io n s . It m a y b e in e rro
r. T h e U
.S . A rm y C o rp s o f E n g in e e rs a n d its s u p p lie rs m a k e s n o w a rra n tie s , e x p re s s o r im p lie d , a s to th e a c c u ra c y o f
C A
U T
IO
N
: N O
T
IN
T E
N D
E D
F O
R N
A V
IG
A
T
IO
N A
L O
R R
E L
A T
E D
P U
R P
O S
E S
. T h e in fo rm a tio n o n th is m a p re s u lts fro m h y d ro s u rv e y s p e rfo rm e d o n th e d a te s in d ic te d . A lth o u g h th e U
.S . A rm y C o rp s o f E n g in e e rs s triv e s to m a in ta in a c c u ra te a n d p re c is e m a p s
NOT TO SCALE
EXISTING GROUND LINE
2 FT
DEPTH
MIN. PAY
WIDTH VARIES
CHANNEL
DREDGING PRISM
REQUIRED
DEPTH
MAX. PAY
DREDGING DEPTH
REQUIRED / MINIMUM
EL. -10 FT
CROSS SECTION
TYPICAL CHANNEL
CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.3.
ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE) MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.2.
OF 1983/91.
STATE PLANE, WASHINGTON NORTH ZONE, 4601, NORTH AMERICAN DATUM 1983/2011, PLOTTED IN NORTH AMERICAN DATUM
HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM: LAMBERT GRID PROJECTION,1.
NOTES:
NOT TO SCALE
EXISTING GROUND LINE
DEPTH
MIN. PAY
WIDTH VARIES
CHANNEL
DREDGING PRISM
REQUIRED
DEPTH
MAX. PAY
DREDGING DEPTH
REQUIRED / MINIMUM
EL. -10 FT
CROSS SECTION
TYPICAL BOAT BASIN
-5
-10
-15
-5
-10
-15
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
TYPICAL PLACEMENT SITE B CROSS SECTION
E L
E V
A T
IO
N
F
T
M L
L W
EXISTING REVETMENT
QUILLAYUTE RIVER
ANGLE OF REPOSE
ELEVATION VARIES
PACIFIC OCEAN
EXISTING GRADE
WIDTH VARIES PLACE DREDGE MATERIAL
NOT TO SCALE
DREDGING DEPTH
EL. -12' MAXIMUM
DREDGING DEPTH
EL. -12 FT MAXIMUM
2 FT
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50
E L
E V
A T
IO
N
F
T
M L
L W
5 to 20
PLACEMENT SITE A CROSS SECTION
TYPICAL BEACH NOURISHMENT
NOT TO SCALE
STOCKPILED AT SITE A
PLACE DREDGE MATERIAL
DISTANCE (FT)
DISTANCE (FT)
600'400'200'0300'
CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.3.
BASE IMAGERY PREPARED FROM BING MAPS (2024).2.
OF 1983/91.
STATE PLANE, WASHINGTON NORTH ZONE, 4601, NORTH AMERICAN DATUM 1983/2011, PLOTTED IN NORTH AMERICAN DATUM
HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM: LAMBERT GRID PROJECTION,1.
NOTES:
SHEET NO.
CONDITION SURVEY
FILE NO.
CONDITION SURVEY
CONDITION DRAWING TITLE
REPRESENTATIVE CONDITION SURVEYS
D-1-8-346 D-1-8-346 D-1-8-346 D-1-8-346
DATE
CONDITION SURVEY
QU_01_QUR_20240506_CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN
QU_01_QUR_20240506_CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN
QU_01_QUR_20240506_CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN
QU_01_QUR_20240506_CS_D_1_8_346, QUILLAYUTE RIVER AND BOAT BASIN
06 MAY 2024
06 MAY 2024
06 MAY 2024
06 MAY 2024
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Plate
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VH401
Sheet 6 of 6
F E
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D -1
-8 -3
L A
P U
S H
A
B
Seattle District
US Army Corps of Engineers
A p p r
D e s c ri p ti o n
S y m b o l
D a te
R E
V
IE
W E
D
A P
P R
O V
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P R
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B B
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.E c o n d itio n s d e p ic te d e x c e p t a s d e s c rib e d a b o v e , in c lu d in g n o w a rra n tie s a s to th e u s a b ility o r s u ita b ility fo r a n y p a rtic u la r p u rp o s e in fo rm a tio n o n th is m a p m a y n o t b e a c c u ra te , m a y n o t b e c u rre n t, a n d /o r m a y b e in c o m p le te o r c o n ta in in g o m is s io n s . It m a y b e in e rro
r. T h e U
.S . A rm y C o rp s o f E n g in e e rs a n d its s u p p lie rs m a k e s n o w a rra n tie s , e x p re s s o r im p lie d , a s to th e a c c u ra c y o f
C A
U T
IO
N
: N O
T
IN
T E
N D
E D
F O
R N
A V
IG
A
T
IO
N A
L O
R R
E L
A T
E D
P U
R P
O S
E S
. T h e in fo rm a tio n o n th is m a p re s u lts fro m h y d ro s u rv e y s p e rfo rm e d o n th e d a te s in d ic te d . A lth o u g h th e U
.S . A rm y C o rp s o f E n g in e e rs s triv e s to m a in ta in a c c u ra te a n d p re c is e m a p s
,0
E 709,000
N
,0
N
,0
N
,0
N
,0
N
,0
E 708,000
E 707,000
E 706,000
N
,0
N
,0
SHEET 3
SHEET 4
SHEET 1
S
H E E T
AZ 20°17'06"
A Z °3 '5
AZ 4°25'40"
| 1_FY25 QUILL HYDRAULIC_G001 |
| 2_FY25 QUILL HYDRAULIC_G101 |
| 3_FY25 QUILL HYDRAULIC_CN501 |
| 4_FY25 QUILL HYDRAULIC_CN502 |
| 5_FY25 QUILL HYDRAULIC_CN301 |
| 6_FY25 QUILL HYDRAULIC_VH401 |
| 2025-03-05T07:44:07-0800 | |
| BALL.TRAVIS.D.1292040241 |
| 2025-03-05T07:13:29-0800 | |
| CHIAPPINI.GABRIELL.ROSE.1271477003 |
| 2025-03-05T07:30:00-0800 | |
| NISARGAND.ANIL.L.1231633266 |
| 2025-03-05T07:36:42-0800 | |
| MARXEN.SARA.C.1379284341 |
| 2025-03-10T10:04:56-0700 | |
| PETROFF.CATHERINE.MARY.1243854080 |
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