MCR_SJ_POST-BCOES_PLANS_3_SECTIONS.pdf
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20' 0 20'
E L
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DISTANCE FROM CENTERLINE (FT)
153+50
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0 20 40 60 80 1000-20-40-60-80-100-120
0 20 40 60 80 1000-20-40-60-80-100-120
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DISTANCE FROM CENTERLINE (FT)
154+00
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0 20 40 60 80 1000-20-40-60-80-100-120
0 20 40 60 80 1000-20-40-60-80-100-120
E L
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DISTANCE FROM CENTERLINE (FT)
154+50
-10
-10
0 20 40 60 80 1000-20-40-60-80-100-120
0 20 40 60 80 1000-20-40-60-80-100-120
E L
E V
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T H
DISTANCE FROM CENTERLINE (FT)
155+00
-10
-10
0 20 40 60 80 1000-20-40-60-80-100-120
0 20 40 60 80 1000-20-40-60-80-100-120
20' 0 20'
INSTALL ARMOR LAYER
INSTALL CORE LAYER
INSTALL MATERIAL TRANSITION COBBLE
C-320
M O
U T
H
O
F
T
H
C
O L
U M
B I A
R
V
E R
S O
U T
H
J E
T T
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P
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S T
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M Z
A N
D J
T
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B E
T T
W
N
R
J E
R E
M Y
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
PORTLAND DISTRICT
U S
A
R M
Y
C
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P
F
E
N G
I N
E E
R S
P O
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L A
D
S
T R
I C
T
P O
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L A
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O
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N
S O
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I T
A T
I O
N
N
O
F I L
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
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
T
E
54321
D
C
B
A
2017 GRADE (TYP.)
1.5
MATERIAL TRANSITION ZONE (TYP.)
SEE NOTE 1 AND CS405
ARMOR LAYER (TYP.)
NOTES:
1. SEE SPECIFICATION 35 31 26.40 25 JETTY REPAIRS FOR
MATERIAL TRANSITION ZONE REQUIREMENTS.
2. EXCAVATE EXISTING TERRAIN AS NEEDED TO
CONSTRUCT DESIGN TEMPLATE AS SHOWN.
3. PLACE 18" OF BEDDING MATERIAL AS LAYER BETWEEN
NEW ARMOR STONE AND SAND SUBSTRATE.
4. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO AN
ELEVATION OF 7 FT NAVD88 OR A MAXIMUM DEPTH OF 5
FT BELOW GROUND SURFACE, WHICHEVER IS LESS. IF
EXCAVATION REVEALS STABLE RELICT ARMOR STONE,
LOCATED SO THAT PLACEMENT OF THE JETTY STONE CAN
BE MADE WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN SPECIFICATIONS.
5. RESTRICT PUBLIC ACCESS TO THE OBSERVATION TOWER
NEAR STA. 171+00 WHEN WORK MAKES ACCESS UNSAFE.
LEGEND:
SEE NOTES 2, 3, AND 4 (TYP.)
13.5'
(TYP.)
REPAIR TEMPLATE
(TYP.)
15'
E
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F
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N
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T H
DISTANCE FROM CENTERLINE (FT)
155+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
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F
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T H
DISTANCE FROM CENTERLINE (FT)
156+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
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F
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N
A V
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E L E
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T I O
N
F
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N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
156+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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DISTANCE FROM CENTERLINE (FT)
157+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
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E L E
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N
F
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A N
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L
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I D
E
N
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T H
DISTANCE FROM CENTERLINE (FT)
157+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
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N
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T H
DISTANCE FROM CENTERLINE (FT)
158+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
158+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
159+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-321
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
2017 GRADE (TYP.)
1.5
CULTURAL RESOURCE
AREA BOUNDARY (TYP.)
SEE NOTE 3
MATERIAL TRANSITION
ZONE (TYP.)
SEE NOTE 1 AND CS405
ARMOR LAYER (TYP.)
NOTES:
1. SEE SPECIFICATION 35 31 26.40 25 JETTY REPAIRS
FOR MATERIAL TRANSITION ZONE
REQUIREMENTS.
2. EXCAVATE EXISTING TERRAIN AS NEEDED TO
CONSTRUCT DESIGN TEMPLATE AS SHOWN.
3. NO WORK TO OCCUR IN CULTURAL RESOURCE
AREA.
4. PLACE 18" BEDDING MATERIAL AS LAYER
BETWEEN NEW ARMOR STONE AND SAND
SUBSTRATE.
5. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO
AN ELEVATION OF 7 FT NAVD88 OR A MAXIMUM
DEPTH OF 5 FT BELOW GROUND SURFACE,
WHICHEVER IS LESS. IF EXCAVATION REVEALS
STABLE RELICT ARMOR STONE, LOCATED SO
THAT PLACEMENT OF JETTY STONE CAN BE MADE
WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN
SPECIFICATIONS.
6. RESTRICT PUBLIC ACCESS TO THE OBSERVATION
TOWER NEAR STA. 171+00 WHEN WORK MAKES
ACCESS UNSAFE.
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
INSTALL MATERIAL TRANSITION COBBLE
CORE LAYER (TYP.)
SEE NOTES 2, 4,
AND 5 (TYP.)
13.5'
(TYP.)
REPAIR TEMPLATE
(TYP.)
15'
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
159+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
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N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
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T I O
N
F
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C H
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N E
L
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I D
E
N
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T H
DISTANCE FROM CENTERLINE (FT)
160+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
160+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
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N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
161+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
161+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
162+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
162+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
163+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-322
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
2017 GRADE (TYP.)
1.5
ARMOR LAYER (TYP.)
CULTURAL RESOURCE
AREA BOUNDARY (TYP.)
SEE NOTE 2
CORE LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
NOTES:
1. EXCAVATE EXISTING TERRAIN AS NEEDED TO
CONSTRUCT DESIGN TEMPLATE AS SHOWN.
2. NO WORK TO OCCUR IN CULTURAL RESOURCE
AREA.
3. PLACE 18" OF BEDDING MATERIAL AS LAYER
BETWEEN NEW ARMOR STONE AND SAND
SUBSTRATE.
4. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO
AN ELEVATION OF 7 FT NAVD88 OR A MAXIMUM
DEPTH OF 5 FT BELOW GROUND SURFACE,
WHICHEVER IS LESS. IF EXCAVATION REVEALS
STABLE RELICT ARMOR STONE, LOCATED SO
THAT PLACEMENT OF JETTY STONE CAN BE MADE
WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN SPECIFICATIONS.
5. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO
AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM
DEPTH OF 5 FT BELOW GROUND SURFACE,
WHICHEVER IS LESS. IF EXCAVATION REVEALS
STABLE RELICT ARMOR STONE, LOCATED SO
THAT PLACEMENT OF JETTY STONE CAN BE MADE
WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN SPECIFICATIONS.
6. RESTRICT PUBLIC ACCESS TO THE OBSERVATION
TOWER NEAR STA. 171+00 WHEN WORK MAKES
ACCESS UNSAFE.
1.5
13.5'
(TYP.)
16.2'
(TYP.)
REPAIR TEMPLATE
(TYP.)
12.5' 12.5'
SEE NOTES 1, 3,
4, AND 5 (TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
163+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
164+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
164+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
165+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
165+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
166+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
166+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
167+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-323
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
2017 GRADE (TYP.)
12.5' 12.5'
1.5
1.5
CORE LAYER (TYP.)
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
NOTES:
1. EXCAVATE EXISTING TERRAIN AS NEEDED TO
CONSTRUCT DESIGN TEMPLATE AS SHOWN.
2. NO WORK TO OCCUR IN CULTURAL RESOURCE
AREA.
3. PLACE 18" OF BEDDING MATERIAL AS LAYER
BETWEEN NEW ARMOR STONE AND SAND
SUBSTRATE.
4. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO
AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM
DEPTH OF 5 FT BELOW GROUND SURFACE,
WHICHEVER IS LESS. IF EXCAVATION REVEALS
STABLE RELICT ARMOR STONE, LOCATED SO
THAT PLACEMENT OF JETTY STONE CAN BE MADE
WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN SPECIFICATIONS.
5. RESTRICT PUBLIC ACCESS TO THE OBSERVATION
TOWER NEAR STA. 171+00 WHEN WORK MAKES
ACCESS UNSAFE.
CULTURAL RESOURCE
AREA BOUNDARY (TYP.)
SEE NOTE 2
16.2'
(TYP.)
REPAIR TEMPLATE
(TYP.)
SEE NOTES 1, 3,
AND 4 (TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
167+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
168+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
168+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
169+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
169+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
170+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
170+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
171+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-324
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
12.5' 12.5'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. EXCAVATE EXISTING TERRAIN AS NEEDED TO
CONSTRUCT DESIGN TEMPLATE AS SHOWN.
2. NO WORK TO OCCUR IN CULTURAL RESOURCE
AREA.
3. PLACE 18" OF BEDDING MATERIAL AS LAYER
BETWEEN NEW ARMOR STONE AND SAND
SUBSTRATE.
4. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
5. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO
AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM
DEPTH OF 5 FT BELOW GROUND SURFACE,
WHICHEVER IS LESS. IF EXCAVATION REVEALS
STABLE RELICT ARMOR STONE, LOCATED SO
THAT PLACEMENT OF JETTY STONE CAN BE MADE
WITH NO FURTHER EXCAVATION, END
EXCAVATION AND CONSTRUCT JETTY REPAIRS IN
ACCORDANCE WITH THE DESIGN
SPECIFICATIONS.
6. USE EQUIPMENT AND PRACTICES NECESSSARY
TO AVOID IMPACT TO THE OBSERVATION TOWER,
LOCATED BETWEEN STA. 170+80 AND 171+15.
NEAREST TOWER FOOTING IS POSITIONED
APPROXIMATELY 28.5 FT FROM THE JETTY
CENTERLINE.
7. RESTRICT PUBLIC ACCESS TO OBSERVATION
TOWER NEAR STA. 171+00 WHEN WORK MAKES
ACCESS UNSAFE.
CULTURAL RESOURCE
AREA BOUNDARY (TYP.)
SEE NOTE 2
16.2'
(TYP.)
APPROXIMATE FOOTPRINT OF
OBSERVATION TOWER
SEE NOTE 6
2017 GRADE (TYP.)
REPAIR TEMPLATE
(TYP.)
SEE NOTES 1, 3,
AND 5 (TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
171+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
172+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
172+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
173+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
173+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
174+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
174+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
175+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-325
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
2017 GRADE (TYP.)
1.5
1.5
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. PLACE 18" OF BEDDING MATERIAL AS LAYER
BETWEEN NEW ARMOR STONE AND SAND
SUBSTRATE UP UNTIL STA. 173+00.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
3. JETTY CREST WIDTH TRANSITIONS FROM 25 FEET
AT STA. 173+00 TO 30 FEET AT STA. 174+00.
4. RESTRICT PUBLIC ACCESS TO OBSERVATION
TOWER WHEN WORK MAKES ACCESS UNSAFE.
12.5' 12.5'
ARMOR LAYER (TYP.)
INSTALL CORE LAYER
CORE LAYER (TYP.)
REPAIR TEMPLATE
(TYP.)
15' 15'
TRANSITION WIDTH
SEE NOTE 3
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
175+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
176+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
176+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
177+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
177+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
178+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
178+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
179+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-326
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
1.5
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
ARMOR LAYER (TYP.)
CORE LAYER (TYP.)
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
179+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
180+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
180+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
181+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
181+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
182+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
182+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
183+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-327
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
1.5
ARMOR LAYER (TYP.)
CORE LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
183+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
184+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
184+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
185+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
185+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
186+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
186+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
187+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-328
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
1.5
ARMOR LAYER (TYP.)
CORE LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
INSTALL CORE LAYER
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END
1.5H:1V SIDE SLOPES AND PLACE TOE STONES AS
NECESSARY TO SUPPORT SIDE SLOPES. SEE
SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
1.5
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
187+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
188+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
188+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
189+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
189+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
190+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
190+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
191+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-329
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END
2H:1V SIDE SLOPES AND PLACE TOE STONES AS
NECESSARY TO SUPPORT SIDE SLOPES. SEE
SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.
3. OCEAN SIDE SLOPE TRANSITIONS LINEARLY FROM
1.5H:1V AT STA. 187+00 TO 2H:1V AT STA. 188+00.
REPAIR TEMPLATE
(TYP.)
SLOPE TRANSITION
SEE NOTE 3
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
191+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
192+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
192+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
193+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
193+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
194+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
194+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
195+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-330
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END
2H:1V SIDE SLOPES AND PLACE TOE STONES AS
NECESSARY TO SUPPORT SIDE SLOPES. SEE
SECTION 35 31 26.40 25 JETTY REPAIRS.
3. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
SEE NOTE 1 (TYP.)
REPAIR TEMPLATE
(TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
195+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
196+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
196+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
197+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
197+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
198+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
198+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
199+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-331
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END
2H:1V SIDE SLOPES AND PLACE TOE STONES AS
NECESSARY TO SUPPORT SIDE SLOPES. SEE
SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.
3. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
199+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
200+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
200+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
201+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
201+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
202+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
202+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
203+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-332
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
2. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
203+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
204+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
204+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
205+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
205+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
206+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
206+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
207+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-333
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1 1.5
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
ARMOR LAYER (TYP.)
SEE NOTE 1
(TYP.)
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
207+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
208+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
208+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
209+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
209+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
210+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
210+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
211+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-334
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
SEE NOTE 1
(TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
211+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
212+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
212+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
213+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
213+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
214+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
214+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
215+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-335
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
EXISTING GROUND (TYP.)
15' 15'
1 1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
SEE NOTE 1
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
215+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
216+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
216+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
217+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
217+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
218+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
218+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
219+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-336
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
SEE NOTE 1
(TYP.)
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
219+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
220+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
220+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
221+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
221+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
222+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
222+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
223+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
C-337
M O
U T
H
O
F
T
L U
M B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L G
C d w g
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
2017 GRADE (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
REPAIR TEMPLATE
(TYP.)
SEE NOTE 1
(TYP.)
E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
223+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
224+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
224+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
225+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
225+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
226+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
226+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L E
V A
T I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L E
V A
T I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
227+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
20' 0 20'20' 0 20'
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
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
T
E
54321
D
C
B
A
C-338
M O
U T
H
O
F
T
L
U M
B
V
E R
S O
U T
H
J E
T T
Y
R
E H
A B
I L
I T
A T
I O
N
C R
O S
S
S
E C
T I O
N S
T
O
H A
M
O R
I T
Z
P
E
S T
O R
M Z
A N
D J
T
R I B
B E
T T
W
N
R
J E
R E
A
P P
T
P
E
A N
S I
D
C L
G
C d w g
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
EXISTING GROUND (TYP.)
15' 15'
1.5
ARMOR LAYER (TYP.)
LEGEND:
INSTALL ARMOR LAYER
NOTES:
1. AREAS WHERE EXISTING SLOPE IS WITHIN
TOLERANCES MAY REQUIRE RECONSTRUCTION
TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN
SECTION 35 31 26.40 25 JETTY REPAIRS.
2. REWORK EXISTING STONE AS NECESSARY TO
ACHIEVE SMOOTH INTERFACE BETWEEN NEW
STONE AND RELICT STONE PER SECTION 35 31
26.40 25 JETTY REPAIRS.
SEE NOTE 1
(TYP.)
REPAIR TEMPLATE
(TYP.)
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
227+50
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANCE FROM CENTERLINE (FT)
228+00
-20
-10
-20
-10
0 20 40 60 80 1000-20-40-60-80-100
0 20 40 60 80 1000-20-40-60-80-100
E L
E V
A T
I O
N
F
T
N
A V
D
O C
E A
N
S
I D
E
S
O U
T H
E L
E V
A T
I O
N
F
T
N
A V
D
C H
A N
N E
L
S
I D
E
N
O R
T H
DISTANC…
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