King_Piles_Signed_Plan_Set_R1.pdf
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Conformed Plan Set as of 17SEP2019
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G E
C D
J N
S F i l e
L a s t
S a v e d
B y
G-002
C O
L U
M B
I A
R
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
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S
G E
N E
R A
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O T
E S
N D
A
W I N
G
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D E
X
N A
T H
T O
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K
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R N
A N
W
N
B
J E
R E
M Y
A
P P
T
P
E
A N
S I
D
C L
G
G d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
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O
F I L
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B
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D E
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A R
K
D A
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S I Z
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B M
I T
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B
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P L O
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S
C A
L E
C O
N T
R A
C
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
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54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
GENERAL NOTES:
1. KING PILES AND ASSOCIATED PILE DIKES ARE LABELED BY RIVER MILE. RIVER MILEAGE CONFORMS TO THE RIVER MILE INDEX OF HYDROLOGY AND HYDRAULICS COMMITTEE, PACIFIC NORTHWEST RIVER BASINS COMMISSION, JULY 1972.
2. DATUMS
THE PROJECT TAKES PLACE IN VARIOUS LOCATIONS ALONG THE COLUMBIA RIVER FROM RIVER MILE 40.51 TO RIVER MILE 136.54. KING PILE INSTALLATION WILL OCCUR IN BOTH THE STATE OF OREGON AND THE STATE OF WASHINGTON. ALL KING PILE LOCATIONS SHOWN
AND LISTED IN THE PLAN SET ARE IN THE FOLLOWING DATUMS.
HORIZONTAL COORDINATE SYSTEM
STATE PLANE OREGON NORTH FIPS 3601
NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83 [2011])
UNITS: U.S. SURVEY FEET
VERTICAL DATUM
ELEVATIONS AND DEPTHS ARE PRESENTED IN COLUMBIA RIVER DATUM (CRD). CRD VARIES WITH RESPECT TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 GEOID 09) DEPENDENT UPON COLUMBIA RIVER MILE. SEE SHEETS C-101 TO C-115 FOR LOCAL
CONVERSIONS BETWEEN CRD AND NAVD88.
3. IN-WATER WORK PERIODS
ALL WORK ON THE WATER, IN THE WATER, AND ADJACENT TO THE WATER MUST BE COMPLETED WITHIN THE FOLLOWING IN-WATER
WORK PERIOD:
1 OCTOBER TO 30 NOVEMBER 2020
REFER TO SPECIFICATIONS 01 10 10.00 25 FOR ADDITIONAL RESTRICTIONS AT PILE DIKES 114.23, 134.16, AND 136.16.
4. AERIAL PHOTOGRAPHS
AERIAL IMAGERY OBTAINED FROM THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA) NATIONAL AGRICULTURE IMAGERY
PROGRAM (NAIP) 2009 SURVEY OF THE LOWER COLUMBIA RIVER.
5. PILE DIKES
THE LOCATION AND LENGTH OF THE PILE DIKES SHOWN ON THE PLAN SET ARE BASED ON DATA COLLECTED DURING THE 2010 FIELD SURVEY FOR THE STRUCTURAL AND HYDRAULIC ANALYSIS OF COLUMBIA RIVER PILE DIKES REPORT. AECOM, 2011.
6. HYDROSURVEYS
PLANS SHOWING THE MOST RECENT HYDROSURVEY DATA FOR THE PROJECT AREA CAN BE OBTAINED FROM USACE:
https://www.nwp.usace.army.mil/Missions/Navigation/Surveys/
THESE PLANS ARE FOR INFORMATION ONLY AND INDICATE THE GENERAL CONDITIONS OF THE COLUMBIA RIVER FEDERAL NAVIGATION
CHANNELS PRESENT AT THE TIME OF THE SURVEY.
DRAWING INDEX:
G-001 COVER SHEET, LOCATION AND VICINITY MAP
G-002 GENERAL NOTES AND DRAWING INDEX
G-003 KEY PLAN
C-101 RIVER MILE: 40.51 TO 46.50
C-102 RIVER MILE: 46.87 TO 51.75
C-103 RIVER MILE: 56.64 TO 60.51
C-104 RIVER MILE: 60.80 TO 65.20
C-105 RIVER MILE: 68.35 TO 71.87
C-106 RIVER MILE: 75.17 TO 77.48
C-107 RIVER MILE: 79.14 TO 82.58
C-108 RIVER MILE: 84.65 TO 86.37
C-109 RIVER MILE: 90.14 TO 92.89
C-110 RIVER MILE: 95.25 TO 99.23
C-111 RIVER MILE: 99.38 TO 105.04
C-112 RIVER MILE: 105.44 TO 111.50
C-113 RIVER MILE: 112.14 TO 118.54
C-114 RIVER MILE: 123.68 TO 126.12
C-115 RIVER MILE: 133.07 TO 136.54
C-501 TYPICAL DETAILS
E
C D
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G-003
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N A
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K E
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P
L A
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N A
T H
O
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P
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W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
G d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
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T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
KEY PLAN
N
C-101 C-102
C-103
C-104
C-105
C-106
C-107
C-108
C-109
C-110
C-111
C-112
C-113
C-114
C-115
OREGON
WASHINGTON
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-101
C O
L U
M B
V
E R
K I N
G
P
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E
N A
V I G
A T
I O
N
A
I D
S
R I V
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T
O
N A
T H
O
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Z A
N D
P
E
J
S
E D
E Y
J
K
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R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 40.51 TO 46.50
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
1 41.51 7467381 925234 C 16 -21 29
2 41.65 7466707 923612 C 16 -12 30
3 41.99 7469264 923478 B 16 -24 28
4 42.93 7472171 919164 F 16 -21 34
5 43.17 7472419 920080 A 16 -14 26
6 44.24 7476985 915778 B 16 -25 27
7 45.28 7482546 914674 C 16 -22 29
8 46.06 7486737 914516 C 16 -31 29
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
F 20 0.5
C
O
L U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601
U.S. SURVEY FEET VERTICAL DATUM: CRD IS 1.45 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 40.3, 1.46 FT ABOVE AT RIVER MILE 43.3, 1.49 FT ABOVE AT
RIVER MILE 44.6
STAFF GAGE AT RM 40.3- NORTHING: 928182 EASTING: 7462540
STAFF GAGE AT RM 43.3- NORTHING: 917209 EASTING: 7472226
STAFF GAGE AT RM 44.6- NORTHING: 915288 EASTING: 7478715
PILE DIKE:
KING PILE:
1 600' 1200'
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-102
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
B C
O E
S
B
A C
K
C
H E
C K
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 46.87 TO 51.75
N
9B
9A
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
9A 50.16 7507662 920487 E 16 -9 32
9B 50.16 7508032 920001 F 16 -9 33
10 51.10 7514197 923344 F 17 -15 33
11 51.39 7512573 925019 F 17 -22 33
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 1.67 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 47.3, 1.88 FT ABOVE AT RIVER MILE 50.6, 1.90 FT ABOVE AT RIVER MILE 51.4
STAFF GAGE AT RM 47.3- NORTHING: 916992 EASTING: 7493052
STAFF GAGE AT RM 50.6- NORTHING: 921897 EASTING: 7509581
STAFF GAGE AT RM 51.4- NORTHING: 925885 EASTING: 7514392
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
F 20 0.5
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-103
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 56.64 TO 60.51
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
12 57.19 7541561 927437 C 18 -24 29
13 57.32 7540145 924714 A 18 -8 25
14 57.95 7544712 924951 B 18 -10 28
15 60.51 7556332 917677 D 18 -15 30
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 2.12 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 57.6
STAFF GAGE AT RM 57.6- NORTHING: 926110 EASTING: 7543090
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-104
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 60.80 TO 65.20
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
16 60.80 7556353 915499 E 18 -18 32
17 61.54 7559114 912449 B 18 -19 27
18 62.59 7564901 911300 F 18 -18 35
19 62.91 7566421 910678 E 18 -26 32
20 64.06 7569858 905141 F 19 -21 34
21 64.88 7572759 901872 F 19 -17 33
SEE SHEET C-103
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 2.32 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 61.7, 2.51 FT ABOVE AT RIVER MILE 64.5
STAFF GAGE AT RM 61.7- NORTHING: 913405 EASTING: 7560745
STAFF GAGE AT RM 64.5- NORTHING: 903356 EASTING: 7571401
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-105
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 68.35 TO 71.87
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
22 71.17 7597668 881613 C 20 -22 30
23 71.87 7598783 877902 B 20 -21 27
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 2.95 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 69.7, 3.08 FT ABOVE AT RIVER MILE 71.5
STAFF GAGE AT RM 69.7- NORTHING: 888372 EASTING: 7594764
STAFF GAGE AT RM 71.5- NORTHING: 879886 EASTING: 7598031
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-106
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 75.17 TO 77.48
N
NAVIGATION
CHANNEL
28B
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
24 75.27 7604961 862221 C 20 -21 30
25 75.35 7605168 861752 C 20 -21 30
26 75.45 7605343 861289 C 20 -20 29
27 75.63 7605583 860496 A 20 -18 26
28A 76.16 7604580 857164 F 20 -18 32
28B 75.46 7604128 856747 D 20 -8 31
29 76.86 7605900 853824 E 20 -23 31
30 77.26 7607014 851977 D 20 -31 31
31 77.48 7607736 850668 C 20 -11 30
28A
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 3.33 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 75.1, 3.51 FT ABOVE AT RIVER MILE 77.3
STAFF GAGE AT RM 75.1- NORTHING: 862747 EASTING: 7604757
STAFF GAGE AT RM 77.3- NORTHING: 851967 EASTING: 7606998
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-107
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 79.14 TO 82.58
N
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
32 79.35 7614896 843729 B 20 -25 24
33 81.23 7616195 833969 C 21 -21 29
34 81.69 7615989 831446 E 21 -9 32
35 82.32 7613368 828463 B 21 -25 27
36 82.58 7613255 827217 C 21 -27 29
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 3.73 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 79.7, 3.93 FT ABOVE AT RIVER MILE 82.2
STAFF GAGE AT RM 79.7- NORTHING: 841892 EASTING: 7615435
STAFF GAGE AT RM 82.2- NORTHING: 828813 EASTING: 7615554
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-108
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 84.65 TO 86.37
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
37A 85.32 7617762 813037 D 21 -4 31
37B 85.32 7617470 812936 A 21 -15 24
38 85.41 7619316 813320 B 22 -24 26
39 85.59 7619719 812491 B 22 -20 28
40 85.93 7620384 810706 B 22 -31 22
41 86.37 7620777 808393 B 22 -22 27
37A
37B
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 4.23 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 86.1
STAFF GAGE AT RM 86.1- NORTHING: 809817 EASTING: 7620584
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-109
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 90.14 TO 92.89
N
NAVIGATION
CHANNEL
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN. DEPTH
OF
PENETRATION
(FT)
42 90.25 7618442 789520 C 22 -7 29
43 91.13 7620116 785109 B 22 -17 28
44 91.62 7619184 781653 A 22 -5 24
45 92.53 7623586 778622 C 23 -31 27
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 4.54 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 91.6
STAFF GAGE AT RM 91.6- NORTHING: 783035 EASTING: 7621164
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-110
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 95.25 TO 99.23
N
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
46 95.25 7625785 764549 B 23 -26 26
47 96.21 7625429 759454 B 23 -14 28
48 96.90 7623023 756361 C 23 -28 29
49 97.75 7623975 751754 C 23 -9 29
50 99.14 7620200 744862 B 24 -27 26
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 4.76 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 95.7, 4.85 FT ABOVE AT RIVER MILE 97.5, 4.89 FT ABOVE AT 98.2
STAFF GAGE AT RM 95.7- NORTHING: 761295 EASTING: 7625618
STAFF GAGE AT RM 97.5- NORTHING: 752948 EASTING: 7622134
STAFF GAGE AT RM 98.2- NORTHING: 749421 EASTING: 7621154
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-111
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 99.38 TO 105.04
N
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
51 101.42 7623566 732279 B 24 -12 27
52 102.66 7628398 728555 B 24 -26 23
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 4.96 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 99.8, 5.14 FT ABOVE AT RIVER MILE 103.8
STAFF GAGE AT RM 99.8- NORTHING: 740974 EASTING: 7620357
STAFF GAGE AT RM 103.8- NORTHING: 727847 EASTING: 7634242
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-112
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
M I C
H A
E L
S
M
A G
E E
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 105.44 TO 111.50
NN
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
53 105.44 7640320 721490 A 24 -14 22
54 109.20 7658856 712827 C 25 -5 29
55 109.72 7661647 712781 B 25 -20 28
56 109.83 7662890 715262 A 25 -4 26
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 5.25 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 106.4, 5.59 FT ABOVE AT RIVER MILE 109.4, 5.74 FT ABOVE AT RIVER MILE 110.7
STAFF GAGE AT RM 106.4- NORTHING: 720349 EASTING: 7645322
STAFF GAGE AT RM 109.4- NORTHING: 712559 EASTING: 7659882
STAFF GAGE AT RM 110.7- NORTHING: 710526 EASTING: 7667083
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-113
C O
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N A
V I G
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I O
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A
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S
R I V
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T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T
P O
R T
L A
N D
O
R E
G O
N
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
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S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 112.14 TO 118.54
NN
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
57 114.23 7684984 707870 B 26 -3 28
58 117.60 7703188 696696 A 26 -8 25
59 117.72 7700727 699430 C 26 -18 29
60 118.38 7703402 696506 C 26 -1 30
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 6.12 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 113.8, 6.22 FT ABOVE AT RIVER MILE 114.7, 6.60 FT ABOVE AT RIVER MILE 118.0
STAFF GAGE AT RM 113.8- NORTHING: 706768 EASTING: 7681950
STAFF GAGE AT RM 114.7- NORTHING: 704604 EASTING: 7688706
STAFF GAGE AT RM 118.0- NORTHING: 689577 EASTING: 7701890
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-114
C O
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K I N
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P
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N A
V I G
A T
I O
N
A
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R I V
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T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 123.68 TO 126.12
NN
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
61 124.70 7732122 691366 B 27 -6 28
62 125.30 7735037 689323 A 27 0 25
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 7.31 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 123.8
STAFF GAGE AT RM 123.8- NORTHING: 695724 EASTING: 7728974
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-115
C O
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V
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K I N
G
P
I L
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N A
V I G
A T
I O
N
A
I D
S
R I V
L E
T
O
N A
T H
O
R M
Z A
N D
P
E
J
S
E D
E Y
J
K
I E
R N
A N
W
N
B
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
D A
D A
D A
D A
D A
D A
D A
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
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S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
RIVER MILE: 133.07 TO 136.54
NN
NAVIGATION
CHANNEL
C
O
L
U
M
B
V
E
R
I.D.
RIVER
MILE
EASTING
(FT)
NORTHING
(FT)
KING PILE
CONFIGURATION
(TYPE)
TOP OF
PILE
ELEVATION
(FT CRD)
EST.
MUDLINE
ELEVATION
(FT CRD)
MIN DEPTH OF
PENETRATION
(FT)
63 133.53 7775327 702472 A 28 -9 24
64 134.16 7780180 701366 B 28 -4 27
65 136.16 7789330 701841 B 28 -16 23
OR/WA STATE BOUNDARY:
HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH FIPS 3601, U.S. SURVEY FEET
VERTICAL DATUM: CRD IS 8.72 FT ABOVE NAVD88 AT COLUMBIA RIVER MILE 134.1
STAFF GAGE AT RM 134.1- NORTHING: 702893 EASTING: 7777530
PILE DIKE:
KING PILE:
KING PILE
TYPE
PILE
DIAMETER
(IN)
STEEL WALL
THICKNESS
(IN)
A 10 0.375
B 12 0.375
C 14 0.375
D 16 0.375
E 18 0.375
E
C D
J N
S F i l e
L a s t
S a v e d
B y
C-501
C O
L U
M B
V
E R
K I N
G
P
I L
E
N A
V I G
A T
I O
N
A
I D
S
T Y
P I C
A L
D
E T
A I L S
M I C
H A
E L
S
C H
O C
H
P
E
J
S
E D
E Y
S T
O R
M Z
A N
D W
N
B
M A
T T
H E
W
D
H
A N
S O
N
P
E
A N
S I
D
C L
G
C d w g
R
E V
I S
I
S E
P T
M P
S
PORTLAND DISTRICT
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P O
R T
L A
S
T R
I C
T S
O L I C
I T
A T
I O
N
N
O
F I
M
E
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
D A
T E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
I N
G
N
U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
DIKE
NOTES:
1. POSITION SIGN FRAME SO THAT SIGNS ARE ORIENTED PERPENDICULAR TO VESSEL TRAFFIC.
2. ATTACH SIGN FRAME TO PIPE PILE. DRILL
" Ø HOLES IN PIPE PILE AT 90°. DRILL AND TAP CORRESPONDING HOLE IN PILE CAP.
3. ATTACH PILE CAP TO PILE WITH (4)
" Ø X 4" LONG BOLTS w/ STANDARD SIZE WASHERS SPACED EQUAL DISTANCE AROUND
PERIMETER OF PILE. FIELD COAT BOLTS AFTER CAP IS INSTALLED.
4. COAT SIGN FRAME WITH SAME COATING AS PIPE PILES.
5. COAT ENTIRE LENGTH OF PILE.
6. POSITION HSS POST IN CENTER OF PILE CAP.
7. KTR TO ARRANGE SPIKES SO THAT NO MORE THAN 6" GAP BETWEEN SPIKES IS PRESENT.
8. GOVERNMENT WILL PERFORM QUALITY ASSURANCE SURVEY TO VERIFY THE SCOUR PROTECTION PLACEMENT AT ITS
DISCRETION.
3'-0"
3'-0"
" THICK STEEL PLATE,
DIAMETER PER TABLE
" THK. STEEL PLATE
(TYP. 3 LOCATIONS)
3NW REGULATORY SIGN,
BOTH SIDES, BOLTED TO FRAME
STD PIPE, PER TABLE
2" ORANGE
RETROREFLECTIVE
BORDER (R)
6" BLACK LETTERS
WHITE DAYBOARD FILM
PILE CAP TABLE
PILE
TYPE
PLATE
DIAMETER
(IN)
STD PIPE
SIZE (IN)
QTY
A 11 8 9
B 13 10 20
C 15 12 19
D 17 14 4
E 19 16 5
F 21 18 8
" Ø S.S. THROUGH BOLT,
w/ STANDARD SIZE WASHERS &
NUTS BOTH SIDES (4 TYP.)
S.S. BIRD SPIKES
ATTACH w/ S.S. SCREWS
BACKING RING
PIPE WALL TYP.
" Ø DRAIN HOLE, 4" FROM BASE
HSS 4x4x
" POST & ARMS
TYP. 2 LOCATIONS
TYP. 3 LOCATIONS
1'-6"
SCALE: NTS
TYPICAL KING PILE - PLAN VIEW
SCALE: NTS
TYPICAL KING PILE - SECTION
DEPTH OF PENETRATION
VAR. ≈ 22 to 35 FT
TOTAL STEEL PILE LENGTH
VAR. ≈ 50 to 80 FT
2'
8'
PILE CAP & REGULATORY SIGN
SEE DETAIL
C-501
SIGN FRAME
SCALE: 1-1/2" = 1'-0"
C-501
TOP OF PILE ELEVATION
VAR. ≈ 16 to 28 FT CRD
WATER SURFACE
ELEVATION
(VARIES)
SCOUR PROTECTION APRON
20 - 25 CY
EXISTING ENROCKMENT
(THICKNESS VARIES)
CONICAL SHOE
STEEL KING PILE
10" to 20" DIA.
MUDLINE/EXISTING
ENROCKMENT
ELEVATION
VAR. 0 to -34 FT CRD
1 (TYP)
STEEL KING PILE
10" to 20" DIA.
(LOCATION PER PLANS)
EXISTING TIMBER PILES
SIZE AND CONDITION VARIES
SCOUR PROTECTION APRON
20 - 25 CY
8'4' TYP
4"
5'
2'-6"
9"
2" - 3"
" Ø BOLT
S.S. BIRD SPIKES
ATTACH w/ S.S. SCREWS
S.S. BIRD SPIKES
ATTACH w/ S.S. SCREWS
4"
PIPE PILE
4"
SCALE: NTS
3NW REGULATORY SIGN
SCALE: NTS
PILE SPLICE DETAIL, TYP
" Ø DRAIN HOLE
(BOTTOM OF ARM)
FIELD SPLICE
MAY BE REQ'D,
TYP
STEEL KING PILE
10" to 20" DIA.
POINTED
CONICAL SHOE
TYPICAL CONICAL SHOE - DETAIL
SCALE: NTS
C-501
C-501
| Scanned from a Xerox multifunction device |
| KING PILES_ADVERTISE_PLAN SET_6AUG19 |
| KING PILES_ADVERTISE_PLAN SET_6AUG19 |
| CLG-1.116_G-002_1AUG19 |
| CLG-1.116_G-003_1AUG19 |
| CLG-1.116_C-101_1AUG19 |
| CLG-1.116_C-102_1AUG19 |
| CLG-1.116_C-103_1AUG19 |
| CLG-1.116_C-104_1AUG19 |
| CLG-1.116_C-105_1AUG19 |
| CLG-1.116_C-106_1AUG19 |
| CLG-1.116_C-107_1AUG19 |
| CLG-1.116_C-108_1AUG19 |
| CLG-1.116_C-109_1AUG19 |
| CLG-1.116_C-110_1AUG19 |
| CLG-1.116_C-111_1AUG19 |
| CLG-1.116_C-112_1AUG19 |
| CLG-1.116_C-113_1AUG19 |
| CLG-1.116_C-114_1AUG19 |
| CLG-1.116_C-115_1AUG19 |
CLG-1.116_C-501_6AUG19
File details come from the government source that posted it.