B08 7N24B0001 Baker Bay Plan Set.pdf
PDF 8 MB Posted
- Attached to
- Baker Bay Pile Dike Repair
- Solicitation number
- W9127N24B0001
About this file
This document is a set of construction plans and specifications for the Baker Bay Pile Dike Repair project under Solicitation W9127N24B0001. The project is being solicited by the U.S. Army Corps of Engineers, Portland District and involves the repair and rebuild of an existing pile dike structure in the mouth of the Columbia River along the Washington/Oregon border.
Key details include:
- The project involves removing existing timber piles, installing new piles and rock enrockment, and constructing a dynamic revetment and scour protection system along the dike.
- The work area extends from approximately River Mile 0.28 to River Mile 0.86 of the pile dike.
- The project must be completed within specified environmental work windows and with strict environmental controls.
- The contract will have a mandatory portion from Stations 0+00 to 13+50, and an optional portion from Stations 13+50 to 34+00.
- The government has provided survey data, geospatial mapping, and other technical details to support the project design and construction.
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HOLMAN
SEAVIEW
COLUMBIA RIVER
BAKER BAY
P A C I F I C O C E A N
WASHINGTON
OREGON
WASHINGTON
OREGON
CLATSOP COUNTY
PACIFIC COUNTY
WARRENTON
STEVENS
FORT
HAMMOND
IIWACO
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PROJECT AREA
LOCATION MAPVICINITY MAP NN
UNIT
ISLAND
JETTY A
WEST SAND
ISLAND
W
AS
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IN
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N O
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O N
PILE DIKE
BB0.86
PILE DIKE
BB0.70
PILE DIKE
BB0.28W
PILE DIKE
BB0.28
PILE DIKE
BB0.56
DRAWING INDEX:
G-001 COVER SHEET
G-002 DRAWING INDEX, VICINITY MAP, AND LOCATION MAP
G-003 GENERAL NOTES, SURVEY NARRATIVE, LEGEND, AND ABBREVIATIONS
CD101 DEMOLITION PLAN
C-001 OVERALL SITE PLAN
C-101 BB 0.28 - PLAN AND PROFILE
C-102 DYNAMIC REVETMENT - PLAN AND PROFILE
C-103 SCOUR BLANKET PROTECTION PLAN
C-201 TYPICAL SECTIONS
C-301 CROSS-SECTIONS - STA. 1+50 TO 7+00
C-302 CROSS-SECTIONS - STA. 7+50 TO 13+00
C-303 CROSS-SECTIONS - STA. 13+50 TO 19+00
C-304 CROSS-SECTIONS - STA. 19+50 TO 24+00
C-305 CROSS-SECTIONS - STA. 27+50 TO 33+00
C-310 DYNAMIC REVETMENT CROSS-SECTIONS
C-501 NAVIGATION MARKERS
FILE
NO.
DRAWING NAME ACTION
CODE
1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
1 DENOTES FIO DRAWING IS OBSOLETE AT THE
COMPLETION OF THIS CONTRACT
2 DENOTES DRAWINGS SHALL BE UPDATED AT THE
COMPLETION OF THIS CONTRACT
3 DENOTES FIO DRAWING WILL BE SUPERCEDED BY
THE FOLLOWING DRAWINGS AT THE COMPLETION
OF THIS CONTRACT
4 DENOTES FIO DRAWING WAS REFERENCED BY THE
FOLLOWING CONTRACT DRAWINGS
5 DENOTES FIO DRAWING IS FOR REFERENCE ONLY
2. FIO DENOTES "FOR INFORMATION ONLY"
ACTION CODE KEY
NTS NTS
AutoCAD SHX Text
FORT CANBY
AutoCAD SHX Text
STATE PARK
AutoCAD SHX Text
EAST SAND ISLAND
AutoCAD SHX Text
CLATSOP
AutoCAD SHX Text
FORT STEVENS STATE PARK
AutoCAD SHX Text
POINT
AutoCAD SHX Text
ADAMS
AutoCAD SHX Text
SPIT
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
SOUTH
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
CAPE DISAPPOINTMENT
AutoCAD SHX Text
JETTY A
AutoCAD SHX Text
WEST SAND
AutoCAD SHX Text
ISLAND
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G-003
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GENERAL NOTES
ABBREVIATIONS
SURVEY NARRATIVE
1. FOLLOW ALL LOCAL, STATE, AND FEDERAL REGULATIONS WHEN UTILIZING ROADS AND HIGHWAYS AS HAUL ROUTES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ROADWAY USE AND GETTING ANY REQUIRED
PERMITS FROM STATE AND LOCAL AUTHORITIES.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COORDINATING USE OF FACILITIES NEEDED FOR MATERIALS, EQUIPMENT, AND PERSONNEL TO ACCESS THE PROJECT WORK AREA. NO LAND-BASED STAGING AREAS ARE PROVIDED EXCEPT THOSE ON WEST AND EAST SAND ISLANDS SHOWN IN THE PLAN
SET.
3. NO LAND-BASED OR IN-WATER WORK MAY OCCUR OUTSIDE OF THE WORK WINDOWS PROVIDED. REFER TO ATTACHMENT A8, INCIDENTAL HARASSMENT AUTHORIZATION (IHA) AND SECTION 01 10 10.00 25
CONTRACTOR'S OPERATIONS AND REQUIREMENTS.
4. THE CONTRACTOR MUST FOLLOW ALL ENVIRONMENTAL REQUIREMENTS AND CONSTRAINTS AS DEFINED IN
SECTION 01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS.
THE ELEVATION DATASET UTILIZED IN THIS PROJECT IS THE PRODUCT OF COMBINATION OF TWO DATASETS WHICH
INCLUDED:
1) MULTIBEAM HYDROSURVEY DATA COLLECTED INTERNALLY BY USACE. INITIAL DATA COLLECTION WAS DONE BETWEEN 3/17/2023 AND 3/19/2023 USING REAL KINEMATIC (RTK) POSITIONING TO ENSURE AN IMPLIED HORIZONTAL ACCURACY OF +/- 1 FEET, AND AN IMPLIED VERTICAL ACCURACY OF +/- 0.5 FEET. THESE DATA WERE COLLECTED IN THE STATE PLANE NAD-83, OREGON NORTH (OR-3601) COORDINATE SYSTEM, IN INTERNATIONAL FEET. THE DEFINED VERTICAL COORDINATE SYSTEM WAS NORTH AMERICAN VERTICAL DATUM OF 1988, IN INTERNATIONAL FEET. DATA WAS DOWN SAMPLED TO A 3
X 3-FOOT GRID IN FINAL PROCESSING.
1a) WHILE THE HYDROSURVEY CREW ATTEMPTED TO COORDINATE TIDES TO ENSURE MAXIMUM COVERAGE, LARGE AREAS WITHIN THE AOI WERE RESTRICTED FROM DATA COLLECTION DUE TO AREAS OF EXTREMELY SHALLOW WATER, AND TURBULENT WATER CONDITIONS NEAR THE PILE DIKE STRUCTURE. FURTHER COMPLICATING DATA COLLECTION WERE SUBMERGED PILES, DISPLACED PILE WITHIN PROXIMITY TO THE PILE DIKE STRUCTURE, AS WELL AS DISPLACED PILE DIKE
STONES.
2) TOPOBATHYMETRIC LIGHT DETECTION AND RANGING (LIDAR) DATA COLLECTED BY NV5 GEOSPATIAL. TO INFILL GAPS IN THE INITIALLY COLLECTED MULTIBEAM HYDROSURVEY, AS WELL AS ACQUIRE DATA ON TOPOGRAPHIC SURFACES, TRADITIONAL NEAR INFRARED (NIR) LIDAR WAS INTEGRATED WITH GREEN WAVELENGTH RETURN DATA (BATHYMETRIC) LIDAR. DATE WAS ACQUIRED BETWEEN 7/31/2023 AND 8/2/2023. RTK POSITIONING WAS UTILIZED WITH ERRORS REPORTED AS LESS THAN 1.5CM HORIZONTAL, AND 2.0CM VERTICAL. DATA WAS COLLECTED IN NAD83 (2011), WASHINGTON STATE PLANE SOUTH (4602) COORDINATE SYSTEM, IN US FEET. THE VERTICAL DATUM UTILIZED NAVD88 (GEOID 18), IN US FEET. THE COMBINED POINT DENSITY REPORTED FOR THE LIDAR DATA COLLECTED WAS 1.12 POINTS/FT2.
THE DATA WAS DELIVERED AS A 1.5 X 1.5-FOOT GRID SURFACE.
2a) THE COMBINED TOPOGRAPHIC/BATHYMETRIC DATA COLLECTED TO SUPPORT THIS EFFORT REQUIRED EXTENSIVE COORDINATION BETWEEN MULTIPLE ENVIRONMENTAL VARIABLES. SATELLITE CONSTELLATION AVAILABILITY AND WEATHER WINDOWS REQUIRED CONTINUOUS MONITORING DUE TO THEIR IMPACT ON AIRBORNE OPERATIONS.
NUMEROUS LOGISTICAL CONSIDERATIONS WERE ALSO REQUIRED, INCLUDING PRIVATE PROPERTY ACCESS, AIR SPACE
RESTRICTIONS, COORDINATION OF TIDAL CONDITIONS, AND WATER CLARITY.
THE ELEVATION SURFACE PRODUCED TO SUPPORT PROJECT PLANNING CONSISTS OF A COMBINATION OF THE ABOVE TWO DATASETS. WHILE THE TOPOBATHYMETRIC LIGHT DETECTION AND RANGING (LIDAR) DATASET INCREASED THE DATA COVERAGE AREA, THE DATA IS LIMITED BY DEPTH, WATER CLARITY, AND BOTTOM SURFACE REFLECTIVITY. AREAS OF NO BATHYMETRIC RETURNS IN THE LIDAR DATA WERE INFILLED, WHERE DATA EXISTED, WITH THE MULTIBEAM HYDROSURVEY DATA COLLECTED BY USACE TO PRODUCE AS COMPREHENSIVE OF AN ELEVATION SURFACE AS POSSIBLE WITH THE DATA COLLECTED. EVEN WITH THE COMBINATION OF THE TWO DATASETS, AREAS REMAINED WITH NO ELEVATION SURFACE COVERAGE. THESE AREAS WITH A LACK OF COVERAGE, LARGELY IN AREAS OF DEEPER WATER DEPTH AND ALONG THE PILE
DIKE STRUCTURE ITSELF, WERE NOT INFILLED WITH INTERPOLATED DATA.
1) DATUMS:
HORIZONTAL SPATIAL REFERENCE SYSTEM:
GEOGRAPHIC COORDINATE SYSTEM: NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT
(NAD83[2011])
PROJECT COORDINATE SYSTEM: STATE PLANE COORDINATE SYSTEM, OREGON NORTH, FIPS 3601
UNIT OF MEASURE: US SURVEY FEET
VERTICAL SPATIAL REFERENCE SYSTEM:
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
GEOID: 12B
UNIT OF MEASURE: FEET
TIDAL DATUM CONVERSION: 0 FT NAVD88 = +0.46 FT MLLW
2) TIDAL DATUMS:
SITE TIDAL DATUM ARE BASED ON NOAA GAUGE AT CAPE DISAPPOINTMENT (STATION ID: 9440581)
TIDAL DATUM ELEVATION (FT NAVD88)
MEAN HIGHER HIGH WATER (MHHW) 7.61
MEAN HIGH WATER (MHW) 6.91
MEAN SEA LEVEL (MSL) 3.84
MEAN LOW WATER (MLW) 0.89
MEAN LOWER LOW WATER (MLLW) -0.46
SECTION
SCALE: X" = X'-X"SDXXX
A
A
SDXXX
SDXXX
SECTION
SCALE: X" = X'-X"A
SECTION/DETAIL TITLE ON SAME DRAWING
(CENTERED UNDER SECTION/DETAIL)
SECTION/DETAIL TITLE ON ANOTHER DRAWING
(CENTERED UNDER SECTION/DETAIL)
SECTION/DETAIL TITLE ON SAME DRAWING
(CENTERED UNDER SECTION/DETAIL)
SECTION/DETAIL TITLE ON ANOTHER DRAWING
(CENTERED UNDER SECTION/DETAIL)
DETAIL SYMBOL WITH
VIEW ON SAME DRAWING
A
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
GRAPHIC LEGEND
ATON FEDERAL AID TO NAVIGATION
B/W BETWEEN
CO CONTRACTING OFFICER
CY CUBIC YARD
DEMO DEMOLITION
E EASTING
EG EXISTING GRADE
EL ELEVATION
FG FINISHED GRADE
FIO FOR INFORMATION ONLY
FNC FEDERAL NAVIGATION CHANNEL
FT FEET
GQAR GOVERNMENT QUALITY ASSURANCE REPRESENTATIVE
H HORIZONTAL
HWY HIGHWAY
IWW IN WATER WORK
MCR MOUTH OF THE COLUMBIA RIVER
MHHW MEAN HIGHER HIGH WATER
MIN MINIMUM
MLLW MEAN LOWER LOW WATER
MOF MATERIAL OFFLOAD FACILITY
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NTS NOT TO SCALE
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
NAD83 NORTH AMERICAN DATUM OF 1983
N NORTHING
PCF POUNDS PER CUBIC FOOT
PD PILE DIKE
RM RIVER MILE
STA STATION
SWPPP STORMWATER POLLUTION PREVENTION PLAN
TYP TYPICAL
USCG UNITED STATES COAST GUARD
V VERTICAL
W/ WITH
WD DESIGN UNIT WEIGHT
LEGEND
EXCAVATION
DIKE STONE
MINOR CONTOURS - EXISTING
MAJOR CONTOURS - EXISTING
MINOR CONTOURS - NEW
MAJOR CONTOURS - NEW
MHHW
DYNAMIC REVETMENT
SCOUR PROTECTION
APPROX. WETLANDS
MONUMENT ID LATITUDE LONGITUDE
ELLIPSOID
(METERS) OWNER TYPE
LWCK 46° 16' 41.26525” -124° 03' 13.78305” 39.409 WSRN RTN
GROUND CONTROL POINTS (NAD 83 (2011), EPOCH 2010, WASHINGTON STATE PLANE SOUTH (4602)):
0+
2+
4+
6+
8+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+3
-20-20 -10-10
-10
-10
-30
-30
-20
-20
-20
-10
-10
-10-10-10
-60 -60
-50
-50
-50
-50
-40
-40
-40
-40
-30 -20
-10-10
-10
-10
-10-10
-10
-10
-10
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N DEMOLITION PLAN
0 200'200'
SCALE: 1"= 200'
PROTECT EXISTING ROCK
DIKE
FISH WEIRS ARE SHOWN
IN THEIR APPROXIMATE
LOCATIONS
REMOVE EXISTING FISH WEIRS
TIMBER PILES WITHIN PILE DIKE
FOOTPRINT AND AS NECESSARY
TO COMPLETE THE PROJECT
EXISTING PILE DIKE
BB0.28, SEE NOTE 1
NOTES:
1. REMOVE EXISTING TIMBER PILES ON PILE DIKE BB0.28 BY BREAKING,
OR SNAPPING AT EXISTING GRADE. DO NOT USE VIBRATORY
HAMMER TO REMOVE EXISTING TIMBER PILES.
PROTECT EXISTING
ENROCKMENT AND
TIMBER PILES WEST
OF FNC
FNC
OREGON/ WASHINGTON
BORDER
/0
1/
POTENTIAL BARGE
LANDING AREA
MLLW = -0.46
MHHW = 7.61
0+
2+
4+
6+
8+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+3
0+00
4+00
8+00
0+00
3+69
0+00
2+00
4+00
6+00
+0
N: 970238 E: 7309335
N: 970650 E: 7309133
N: 970919 E: 7309497
N: 970642 E: 7309832
N: 971228 E: 7309209
N: 971275 E: 7309303
N: 970956 E: 7309701
N: 971369 E: 7310357
N: 970539 E: 7310075
N: 970326 E: 7310393
N: 970264 E: 7310626
N: 970385 E: 7310740
N: 970887 E: 7310700
N: 969904 E: 7311560
N: 969976 E: 7311601
50' MIN FROM WETLANDS, SEE
SPEC 01 57 19, TEMPORARY
ENVIRONMENTAL CONTROLS
+0
N: 967785 E: 7309006
N: 968033 E: 7309182
N: 968212 E: 7309428
N: 968463 E: 7309672
N: 968785 E: 7309914
N: 969036 E: 7310230
N: 969358 E: 7310473
N: 969609 E: 7310789
N: 969468 E: 7309925
N: 969569 E: 7310315
N: 970101 E: 7309472
N: 970893 E: 7309106
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MARKER PILE SUMMARY
DIKE
STRUCTURE
MARKER
PILE
LOCATION
TOP OF
PILE EL.
(NAVD88)
APPROX.
MUDLINE
(NAVD88)
EMBEDMENT
(FT)
PILE
SIZE
(IN)
WALL
THICKNESS
(IN)
BB 0.28 8+00 18 -5.8 32 24 0.5
BB 0.28 12+00 18 -12.1 32 24 0.5
BB 0.28 16+00 18 -10.4 32 24 0.5
BB 0.28 20+00 18 -5.6 32 24 0.5
BB 0.28 24+00 18 -20.4 32 24 0.5
BB 0.28 27+50 18 -9.7 34 24 0.5
BB 0.28 30+50 18 -15.2 34 24 0.5
BB 0.28 33+50 18 -21.3 34 24 0.5
BB 0.56 0+00 18 -9.0 30 24 0.5
BB 0.56 4+00 18 -9.9 30 24 0.5
BB 0.70 3+69 18 -5.7 30 24 0.5
BB 0.86 5+50 18 0.7 30 24 0.5
BB0.28
BB0.86
OVERALL SITE PLAN
N
BB0.70
BB0.56
WEST SAND ISLAND
JETTY A
FNC
LEGEND
USCG CHANNEL MARKERS (EXISTING)
MARKER PILE (PROPOSED)
LIMITS OF OPTIONAL DREDGING
FOR BARGE ACCESS
OPTIONAL BORROW, AND
STAGING AREA.
(APPROX. 15 ACRES)
LIMITS OF DISTURBANCE
FOR OPTIONAL HAUL ROAD ACCESS
NOTES:
1. REBUILD ROCK ON EXISTING ALIGNMENT OF BB0.28 PER SHEET C-101.
EXISTING DIKE ENROCKMENT IS BETWEEN STATION 13+50 AND 34+00.
2. EXTEND BB0.28 ROCK TO WEST SAND ISLAND SHORELINE PER SHEET
C-101 AND C-102.
3. SITE ACCESS TO BE DETERMINED BY CONTRACTOR. REFER TO
SPECIFICATION 35 52 00.00 25 FOR REQUIREMENTS.
4. BETWEEN WEST SAND ISLAND AND STATION 13+00, WORK MUST
PROCEED FROM EAST TO WEST. AS THE REPAIR TEMPLATE IS
CONSTRUCTED, SCOURING OF SAND IS EXPECTED TO OCCUR. PLACE
BEDDING MATERIAL OVER THE REPAIR TEMPLATE FOOTPRINT AS
REQUIRED TO COMPENSATE FOR FOUNDATION DEGRADATION. SEE 35 31
19.00 99 FOR REQUIREMENTS.
5. ALL PROPOSED MARKER PILES ARE MORE THAN 25 FEET AWAY FROM
EXISTING USCG CHANNEL MARKERS.
6. CONTRACTOR MUST VERIFY IN FIELD LOCATION AND CENTERLINE OF
BB0.28 PRIOR TO BEGINNING OF CONSTRUCTION.
7. CONSTRUCT DYNAMIC REVETMENT IMMEDIATELY AFTER BEACH
UNLOADING. DYNAMIC REVETMENT MUST BE CONSTRUCTED PRIOR TO
CONSTRUCTION OF DIKE ENROCKMENT.
OPTIONAL BARGE
LANDING AREA
PILE DIKE
FNC
DYNAMIC REVETMENT
LIMIT OF IN-WATER WORK (IWW)
MHHW: 7.6'
14420
14415
14430
14425
14435
14440
COAST GUARD MARKERS
MARKER
NUMBER LOCATION TYPE NORTHING EASTING
14415 BAKER BAY WEST CHANNEL
ENTRANCE JETTY LIGHT 1 968198 7309458
14420 BAKER BAY WEST CHANNEL
ENTRANCE JETTY LIGHT 2 968553 7309670
14425 BAKER BAY WEST CHANNEL BUOY 3 968973 7309403
14430 BAKER BAY WEST CHANNEL DAY
BEACON 6 969295 7309553
14432 BAKER BAY WEST CHANNEL BUOY 6A 970080 7309377
14435 BAKER BAY WEST CHANNEL DAY
BEACON 7 969941 7309194
14440 BAKER BAY WEST CHANNEL LIGHT 8 970832 7309111
14445 BAKER BAY WEST CHANNEL DAY
BEACON 9 971349 7308322
APPROX. WETLANDS
14432
14445
OREGON/ WASHINGTON
BORDER
0 200'200'
PROPOSED START OF
OPTIONAL UNLOADING
AND BEACH ACCESS,
SEE SHEET C-101
EXISTING PILE
DIKE
EXISTING PILE
DIKE
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
0+002+004+006+008+0010+0012+0014+0016+0018+0020+0022+0024+0026+0028+0030+0032+0034+00 34+39
EL
EV
AT
IO
N (N
AV
D
EL
EV
AT
IO
N (N
AV
D
-60
-55
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-60
-55
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00
NOTCH 1
STA = 6+0.00
ELEV = 3.50
STA = 9+00.00
ELEV = 0.00
STA = 12+00.00
ELEV = 0.00
STA = 12+50.00
ELEV = 0.00
STA = 6+50.00
ELEV = 3.00
STA = 9+50.00
ELEV = 0.00
STA = 4+50.00
ELEV = 5.00
STA = 2+50.00
ELEV = 17.00
STA = 0+99.15
ELEV = 17.00
STA = 23+00.00
ELEV = 0.00
STA = 23+43.27
ELEV = -10.32
STA = 12+35.00
ELEV = -2.50
STA = 12+15.00
ELEV = -2.50
STA = 9+35.00
ELEV = -2.50
STA = 9+15.00
ELEV = -2.50
STA = 6+35.00
ELEV = 0.50
STA = 6+15.00
ELEV = 0.50
FG
STA = 33+00.00
ELEV = 0.00
STA = 32+00.00
ELEV = 0.00
END OF BEDDING
STA=13+00.00
STA = 33+13.43
ELEV = -9.25
STA = 31+76.12
ELEV = -15.22
STA = 28+85.92
ELEV = -12.62
STA = 27+55.70
ELEV = -7.52
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-101
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
BB
0.
PL
AN
P
R O
FI
LE
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-1
.d w g
N
DIKE STONE
MARKER PILE (PLAN)
0 150'150'
SCALE: 1"= 150'
MARKER PILE (PROFILE)
WEST SAND ISLAND
DYNAMIC REVETMENT,
SEE C-102
LIMIT OF IN-WATER WORK (IWW)
MHHW: 7.6'
EG
NOTCH 2NOTCH 3
FNC
SCOUR PROTECTION BLANKET,
SEE C-103
FNC
OPTIONAL UNLOADING
AND BEACH ACCESS.
TO BE REMOVED
PRIOR TO END OF
CONSTRUCTION.
STA = 27+66.98
ELEV = 0.000
STA = 28+66.98
ELEV = 0.000
-10-10
-10
-10
-30
-40 -50
MANDATORY
0+00 - 13+50
OPTIONAL
13+50 - 34+00
MARKER PILE, TYP
SEE C-001
PILE DIKE
BB0.56
MARKER PILE, TYP
SEE C-001
STA = 27+00.89 STA = 24+43.40
END OF DIKE
STA = 23+00.00
N: 968552 E: 7309724
BEGINNING OF DIKE BB0.28
STA = 0+99.15
N: 970128 E: 7311260
BEGINNING OF
REINFORCED SECTION
STA = 27+66.98
N: 967838
E: 7309024
END OF REINFORCED
SECTION
STA = 33+00.00
N: 967838
E: 7309024
END OF REINFORCED
SECTION
STA = 28+66.98
BEGINNING OF
REINFORCED SECTION
STA = 32+00.00
BEDDING MATERIAL
MHHW=7.61'
MLLW=-0.46'
END OF MANDATORY DIKE
STA = 13+50.00
N: 969232 E: 7310387
OPTIONAL BEACH
ACCESS
EL
EV
AT
IO
N (F
T, N
AV
D
EL
EV
AT
IO
N (F
T, N
AV
D
-2+50 -2+00 -1+00 0+00 1+00 2+00 3+003+00
-2+50 -2+00 -1+00 0+00 1+00 2+00 3+003+00
0+
0+
1+
1+
2+
2+
3+
3+
3+00 -2+00 -1+50
-1+00 -0+50 -0+00
0+50 1+00 1+50 2+00 2+50
3+00
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-102
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
D
YN
AM
IC
R
EV
ET
M
EN
T
PL
AN
A N
D P
R O
FI
LE
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
BR
IT
TO
N
, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-1
.d w g
HORIZONTAL SCALE: 1"= 50' / VERTICAL EXAGGERATION 5:1
DYNAMIC REVETMENT PROFILE
WEST SAND ISLAND
PLAN
DIKE STONE
DYNAMIC REVETMENT
DYNAMIC REVETMENT
PROVIDE 9" OF FILTER MATERIAL PER
SPEC 35 31 19.00 99, DIKE ENROCKMENT
EG
0 50'50'
SCALE: 1"= 50'N
EL: 17.00'
END
STA = 2+91.97
BEGINNING
STA = -1+55.73
ALIGNMENT TABLE
(DYNAMIC REVETMENT)
STATION NORTHING EASTING
-2+18 970194.05 7311040.05 -1+00 970135.47 7311141.97 -0+50 970124.71 7311190.80 -0+08 970104.44 7311227.58 0+08 970099.81 7311242.90 0+50 970101.39 7311284.87 2+00 970053.87 7311427.14 3+00 970052.10 7311527.13
DYNAMIC REVETMENT, STA 0+00
= BB 0.28, STA 1+35
N: 970102.13 E: 7311235.24
FG
LIMIT OF IN-WATER WORK (IWW)
MHHW: 7.6'
BEDDING MATERIAL
FILTER MATERIAL
REVETMENT SLOPE
= 6H:1V
4+006+008+0010+0012+0014+0016+00
3+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+50
0+00
1+00
2+00
3+00
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-103
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
SC
O
U R
B
LA
N
KE
T
PR
O
TE
C
TI
O N
P
LA
N
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-1
.d w g
N
PLAN
0 50'50'
SCALE: 1"= 50'
LIMIT OF IN-WATER WORK (IWW)
MHHW: 7.6'
SCOUR PROTECTION
BLANKET (TYP)
SEE DETAIL 2, SHEET C-201
NOTCH 2
STA = 9+25.00
RADIUS OFFSET = 8.00
NOTCH 1
STA = 6+25.00
RADIUS OFFSET = 8.00
NOTCH 3
STA = 12+25.00
RADIUS OFFSET = 8.00
WEST SAND ISLAND
FG = -3.50
FG = -4.50 FG = -0.50
NOTES:
1. SEE SPEC 35 31 19.00 DIKE ENROCKMENT FOR ADDITIONAL SCOUR
PROTECTION BLANKET DETAILS.
PILE MARKER (TYP)
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-201
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
TY
PI
C
AL
S
EC
TI
O
N S
BR
AD
G
IL
LI
N
, P .E
BR
AD
G
IL
LI
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
A:
C
LG
-1 .1
_C
-2
.d w g
TYPICAL DIKE SECTION
SCALE: NTSC-201
CL
1.5
1.5
1.5
1.5
2.
VA
R
IE
S
5.005.00
8.00 8.00
BEDDING MATERIAL,
SEE SPEC 35 31 19.00 DIKE ENROCKMENT
DIKE STONE,
SEE SPEC 35 31 19.00 DIKE ENROCKMENT
TYPICAL SCOUR BLANKET SECTION
SCALE: NTSC-201
CL
1.5
1.5
2.
VA
R
IE
S
5.005.00
8.00 8.00
BEDDING MATERIAL,
SEE SPEC 35 31 19.00 DIKE ENROCKMENT
DIKE STONE,
SEE SPEC 35 31 19.00 DIKE ENROCKMENT
R50.00
1.5
1.5
4.
M
IN
NOT TO EXCEED INVERT
OF FISH WEIR
R50.00
1.5
1.5
4.
M
IN
SCOUR PROTECTION BLANKET,
SEE SPEC 35 31 19.00 DIKE ENROCKMENT
DIKE ENROCKMENT
DIKE ENROCKMENT
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
1+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
2+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
2+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
3+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
3+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
4+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
4+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
5+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
5+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
7+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
6+00
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
6+50
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-301
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
C R
O
SS
S
EC
TI
O
N S
1+
T O
+0
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
1 (TYP)
1.5 (TYP)
16' (TYP)
REPAIR
TEMPLATE (TYP)
EG, TYP.
EL: 17.0'
EL: 17.0'
EL: 17.0'
EL: 8.0'
EL: 11.0'
EL: 14.0'
EL: 5.0'
EL: 4.5'
EL: 4.0'
EL: 2.4'
EL: 3.0'
EL: 3.5'
EL: -1.0'
DIKE STONESCOUR PROTECTION
EL: -1.0'
1 (TYP)
1.5 (TYP)
BEDDING STONE
0 20'20'
0 20'20'
HORIZONTAL
VERTICAL
NOTE:
1. DYNAMIC REVETMENT NOT SHOWN FOR
CLARITY.
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
7+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
8+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
8+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
10+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N
(F T, N
AV
D
U
PS
TR
EA
M
S
ID
E (W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
10+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
11+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
11+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
13+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
9+00
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
9+50
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
12+00
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
12+50
-20
-10
-20
-10
0 20 40 600-20-40-60
0 20 40 600-20-40-60
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-302
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
C R
O
SS
S
EC
TI
O
N S
7+
T O
3+
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
BR
IT
TO
N
. P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
DIKE STONESCOUR PROTECTION
16' (TYP)
REPAIR
TEMPLATE (TYP)
EG, TYP.
EL: 1.8'
EL: 1.2'
EL: 0.6'
EL: -4.0'
EL: -4.0'
EL: -6.0'
EL: -6.0'
1.5 (TYP)
1 (TYP)
1.5 (TYP)
1 (TYP)
BEDDING STONE
0 20'20'
0 20'20'
HORIZONTAL
VERTICAL
MARKER PILE
MARKER PILE
EL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0' EL: 0.0'
EL: 0.0'EL: 0.0'
EL: 0.0' EL: 0.0'
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
13+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
14+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
14+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
15+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
15+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
16+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
16+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
17+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
17+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
18+00
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
18+50
-20
-10
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
19+00
-20
-10
-20
-10
0 200-20
0 200-20
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-303
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
C R
O
SS
S
EC
TI
O
N S
+5
TO
9+
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
BR
IT
TO
N
, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
16' (TYP)
EG, TYP.
DIKE STONE
1.5 (TYP)
1 (TYP)
1.5 (TYP)
1 (TYP)
0 20'20'
0 20'20'
HORIZONTAL
VERTICAL
MARKER PILE
EL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0'
EL: 0.0'
EL: 0.0'
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
19+50
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
20+00
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
20+50
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
21+00
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
21+50
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
22+00
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
22+50
-40
-30
-20
-10
-40
-30
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
23+00
-40
-30
-20
-10
-40
-30
-20
-10
0 20 40 600-20
0 20 40 600-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
23+50
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
24+00
-40
-30
-20
-10
-40
-30
-20
-10
0 200-20
0 200-20
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-304
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
C R
O
SS
S
EC
TI
O
N S
+5
TO
4+
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
BR
IT
TO
N
, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
16' (TYP)
EG, TYP.
DIKE STONE
1.5 (TYP)
1 (TYP)
1.5 (TYP)
1 (TYP)
MARKER
PILE
MARKER
PILEEL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0'
EL: 0.0'
EL: 0.0' EL: 0.0'
EL: 0.0'
0 20'20'
0 20'20'
HORIZONTAL
VERTICAL
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
27+50
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
28+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
28+50
-40
-30
-20
-10
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
29+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
29+50
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
30+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
30+50
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
31+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
31+50
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
32+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
32+50
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
EL
EV
AT
IO
N (F
T, N
AV
D
U
PS
TR
EA
M S
ID
E
(W
ES
T)
EL
EV
AT
IO
N (F
T, N
AV
D
D O
W N
ST
R
EA
M
S
ID
E (E
AS
T)
DISTANCE FROM ORIGINAL CENTERLINE (FT)
33+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 20 400-20-40
0 20 400-20-40
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-305
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
C R
O
SS
S
EC
TI
O
N S
+5
TO
3+
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
DIKE STONE
EG, TYP.
1.5 (TYP)
1 (TYP) 1.5 (TYP)
1 (TYP)
1.5 (TYP)
1 (TYP)
16' (TYP)
16' (TYP)
EL: 0.0'
EL: 0.0'
EL: 0.0'
EL: 0.0'
EL: 0.0'
1.5 (TYP)
1 (TYP)
0 20'20'
0 20'20'
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
-1+50
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
-1+00
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
-0+50
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
0+00
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
0+50
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
1+00
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
1+50
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
2+00
-20
-10
-20
-10
0 20 400-20
0 20 400-20
EL
EV
AT
IO
N (F
T, N
AV
D
LA
N
D
SI
D E
(N O
R
TH
EL
EV
AT
IO
N (F
T, N
AV
D
C H
AN
N
EL
SI
D E
(S O
U
TH
DISTANCE FROM ORIGINAL CENTERLINE (FT)
2+50
-20
-10
-20
-10
0 20 400-20
0 20 400-20
G 2E
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-310
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
D
YN
AM
IC
R
EV
ET
M
EN
T
C R
O
SS
S
EC
TI
O
N S
BR
AD
G
IL
LI
N
, P .E
J.
M
AT
TI
SO
N
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
S.
A
PP
T, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-3
.d w g
0.00% 6 (TYP)
1 (TYP)
EG
DYNAMIC REVETMENT
EL: 17.0' (TYP)
MATCH POINT
TO DIKE
NOTE:
1. DIKE STONE AND BEDDING MATERIAL
NOT SHOWN FOR CLARITY
0 20'20'
0 20'20'
N C
AK
G
Fi le
L as t S av ed B y:
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
D
AT
E:
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
D
AT
E
AP
PR
D R
AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
T D
AT
E:
54321
D
C
B
A
6/ 4/
C-501
M O
U
TH
O F
TH
E
C O
LU
M
BI
A
R
IV
ER
BA
KE
R
B
AY
PI
LE
D
IK
E R
EP
AI
R S
N
AV
IG
AT
IO
N
M
AR
KE
R
S
BR
AD
G
IL
LI
N
, P .E
J.
S
ED
EY
J.
C
AR
R
O
LL
W
N
B0
JE
R
EM
Y
BR
IT
TO
N
, P .E
AD
VE
R
TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PO
R
TL
AN
D D
IS
TR
IC
T
AN
SI
D
1:
C
LG
-1 .1
_C
-5
.d w g
DIKE
NOTES
1. PILE MAY BE PLACED WITHIN 3 FT FROM POSITION SHOWN ON DRAWINGS.
2. POSITION SIGN FRAME SO THAT SIGNS ARE PARALLEL WITH THE DIKE.
3. ATTACH SIGN FRAME TO PIPE PILE. DRILL 5 8" Ø HOLES IN PIPE PILE AT 90°, DRILL AND TAP CORRESPONDING
HOLE IN PILE CAP.
4. ATTACH PILE CAP TO PILE WITH (4) 12" Ø X 4" LONG BOLTS w/ STANDARD SIZE WASHERS SPACED EQUAL
DISTANCE AROUND PERIMETER OF PILE. FIELD COAT BOLTS AFTER CAP IS INSTALLED.
5. COAT SIGN FRAME WITH SAME COATING AS PIPE PILES.
6. COAT ENTIRE LENGTH OF PIPE PILE.
7. POSITION VERTICAL HSS POST IN CENTER OF PLATE.
8. KTR TO ARRANGE BIRD DETERRENT SPIKES SO THAT NO MORE THAN 6" GAP BETWEEN SPIKES IS PRESENT.
9. SEE C-001 FOR LOCATION AND QUANTITY OF MARKER PILES
3'- 0"
3'-0"
STEEL PLATE PER TABLE
PL 3/8 x 4 x 0'-4"
(TYP. 3 LOCATIONS)
3NW REGULATORY SIGN,
BOTH SIDES, BOLTED TO FRAME
STEEL PIPE PER TABLE
2" ORANGE
RETROREFLECTIVE
BORDER (R)
6" BLACK LETTERS
WHITE DAYBOARD FILM
2" Ø GALV. THROUGH BOLT,
w/ STANDARD SIZE WASHERS &
NUTS BOTH SIDES (4 TYP.)
S.S. BIRD DETERRENT SPIKES
ATTACH w/ S.S. SCREWS
HSS 4x4x3/8 POST & ARMS
(SIGN MOUNTING FRAME)
TYP. 2 LOCATIONS
TYP. 3 LOCATIONS
1'-6"
4"
5'
2' -6
9"
2" Ø BOLT
S.S. BIRD DETERRENT SPIKES
ATTACH w/ S.S. SCREWS
S.S. BIRD SPIKES
ATTACH w/ S.S. SCREWS
4"
PIPE PILE
4"
2" Ø DRAIN HOLE
(BOTTOM OF ARM)
DANGER
3" BLACK LETTERS
8"Ø LIFTING EYE BOLT, GALV., DRILL
AND TAP TO STEEL PLATE
2" Ø DRAIN HOLE
(CENTER OF PLATE ALIGN
WITH CENTER OF POST)
MARKER PILE CAP
SEE DETAIL 1 ON C-501
WATER SURFACE
ELEVATION
TOP OF PILE
PROTECTION
DRIVING SHOE, TYPE
PER CONTRACTOR
STEEL PIPE PILE
MUDLINE/EXISTING
ENROCKMENT
ELEVATION VARIES
1 (TYP)
SCALE: NTS
TYPICAL PILE PROFILE
SCALE: NTS
3NW REGULATORY SIGN
1 2"
MARKER PILE CAP
SCALE: 1-1/2" = 1'-0"C-501
C-501
C-501
R7'
2'
SCOUR PROTECTION
BLANKET, SEE SPEC 35 31
19.00 DIKE ENROCKMENT
| CLG-1.114_G-002-ANSI-D |
| ANSI-D |
| CLG-1.114_G-003-ANSI-D |
| ANSI-D |
| CLG-1.114_CD101-ANSI-D |
| CLG-1.114_C-001-ANSI-D |
| ANSI-D |
| CLG-1.114_C-101-ANSI-D |
| CLG-1.114_C-102-ANSI-D |
| ANSI-D |
| CLG-1.114_C-103-ANSI-D |
| CLG-1.114_C-201-ANSI-D |
| ANSI-D |
| CLG-1.114_C-301-ANSI-D |
| CLG-1.114_C-302-ANSI-D |
| CLG-1.114_C-303-ANSI-D |
| CLG-1.114_C-304-ANSI-D |
| CLG-1.114_C-305-ANSI-D |
| CLG-1.114_C-306-ANSI-D |
| CLG-1.114_C-310-ANSI-D |
| CLG-1.114_C-501-ANSI-D |
| CLG-1.114_C-502-ANSI-D |
| CLG-1.114_C-503-ANSI-D |
File details come from the government source that posted it. Updated .