W912PL21B0008_Plans_.pdf
PDF 17 MB Posted
- Attached to
- PORT SAN LUIS BREAKWATER REPAIRS
- Solicitation number
- W912PL21B0008
About this file
This document provides details on a federal contract opportunity for breakwater repairs at Port San Luis Harbor in Avila Beach, California. The solicitation number is W912PL21B0008 and will be posted on sam.gov approximately 15 days after the pre-solicitation notice date. Construction services will consist of removing and resetting approximately 1500 linear feet of existing armor stone on the breakwater, as well as placing new 15-20 ton armor stone, to repair damaged sections to authorized design specifications. The estimated value of the project is between $5-10 million and the period of performance is 400 calendar days. Interested vendors can add themselves to the list on sam.gov. A mandatory site visit will occur approximately two weeks after solicitation posting.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract_W912PL21B0008_PSL Breakwater_22Sept2021_.pdf | ||
| B.08 W912PL21B0008_PortSanLuis_Am02.pdf | ||
| FIO_PSL2018_07_cond-3ft.txt | TXT text file | |
| W912PL21B0008_PortSanLuis_Am01.pdf | ||
| FIO_PSL2018_07_cond.pdf | ||
| FIO_SITE VISIT ATTENDANCE LIST.pdf | ||
| W912PL21B0008_Specs_.pdf |
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US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
BREAKWATER REPAIRS
PORT SAN LUIS
SAN LUIS OBISPO COUNTY, CALIFORNIA
W912PL-21-B-0008
AUGUST 2021
LOS ANGELES DISTRICT
CHIEF
CHIEF
THIS SET.
RECOMMENDATION OF ALL DRAWINGS IN
SIGNATURES INDICATE OFFICIAL
AS REQUIRED BY ER 1110-1-8152.
SCOPE OF THEIR EMPLOYMENT
PROJECT DOCUMENTS WITHIN THE
INDIVIDUALS APPEAR ON THESE
AND REGISTRATION DESIGNATIONS OF
ENGINEERS. THE INITIALS OR SIGNATURES
LOS ANGELES DISTRICT CORPS OF
THIS PROJECT WAS DESIGNED BY THE
DISTRICT ENGINEER
ENGINEERING DIVISION
DESIGN BRANCH
PREPARED UNDER THE DIRECTION OF:
APPROVED BY: DATE:
DATE:SUBMITTED BY:
COLONEL JULIE A. BALTEN
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TYPICAL SECTIONSJ-2557C-315
CROSS SECTIONS STATION 18+00.00J-2556C-314
CROSS SECTIONS STATIONS 16+00.00 TO 17+50.00J-2555C-313
CROSS SECTIONS STATIONS 14+00.00 TO 15+50.00J-2554C-312
CROSS SECTIONS STATIONS 12+00.00 TO 13+50.00J-2553C-311
CROSS SECTIONS STATIONS 10+00.00 TO 11+50.00J-2552C-310
CROSS SECTIONS STATIONS 7+00.00 TO 9+50.00J-2551C-309
CROSS SECTIONS STATIONS 4+00.00 TO 6+50.00J-2550C-308
CROSS SECTIONS EXISTING CONDITION 18+00.00J-2549C-307
CROSS SECTIONS EXISTING CONDITIONS 16+00.00 TO 17+50.00J-2548C-306
CROSS SECTIONS EXISTING CONDITIONS 14+00.00 TO 15+50.00J-2547C-305
CROSS SECTIONS EXISTING CONDITIONS 12+00.00 TO 13+50.00J-2546C-304
CROSS SECTIONS EXISTING CONDITIONS 10+00.00 TO 11+50.00J-2545C-303
CROSS SECTIONS EXISTING CONDITIONS 7+00.00 TO 9+50.00J-2544C-302
CROSS SECTIONS EXISTING CONDITIONS STATIONS 4+00.00 TO 6+50.00J-2543C-301
DISPOSAL AREA PLAN VIEWJ-2542C-104
PLAN VIEW STATION 12+60.00 TO 18+08.00J-2541C-103
PLAN VIEW STATION 6+20.00 TO 12+60.00J-2540C-102
PLAN VIEW STATION 0+00.00 TO 6+20.00J-2539C-101
OVERALL PLAN VIEW AND SURVEY CONTROLJ-2538C-001
INDEX TO DRAWINGSJ-2537G-002
COVER SHEETJ-2536G-001
DESCRIPTION
NUMBER
DISTRICT FILE
SHEET ID
EEL GRASS
0 5
,7
,4
.9
E ,2
,5
.6
N
.0
S
P
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
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M
N
P
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B M
IT
T
E D
B Y
C H
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K E
D B
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D R
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N B
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D E
S
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N E
D B
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C O
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IT
A
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N N
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U .S
A
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O R
P S
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G
IN
E E
R S
A1
PLAN VIEW - STATION 0+00.00 TO 6+20.00
1"=30'SCALE: 30' 60'0
A N
S
E A
K W
A T
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P A
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C A
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W P
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-B
-0
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W
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C A
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N
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T O
.0
P L
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W
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W E
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C
-1 .d g n
J -2
C H
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K M
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NORTH
PLAN
T R
U E N
REPAIR AREA
M A
T
H
A T
IO
N
.0
LEGEND
SURVEY NOTES
2020.
THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY, APRIL
SOUNDINGS AND EELGRASS DISTRIBUTION (BY OTHERS) SHOWN INDICATES 2.
CONDITIONS AT THE TIME OF SURVEY - JULY 24, 2018.
SOUNDINGS AND ELEVATIONS, IN US SURVEY FEET, INDICATE THE GENERAL 1.
EEL GRASS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B
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IN
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A1
PLAN VIEW - STATION 6+20.00 TO 12+60.00
1"=30'SCALE: 30' 60'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
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S A
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S A
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T F
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N U
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C A
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N
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T
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P L
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J -2
C H
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T R
U E N
REPAIR AREA
M A
T
A
T
IO
N
.0
M A
T
A T
IO
N
.0
LEGEND
SURVEY NOTES
2020.
THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY, APRIL
SOUNDINGS AND EELGRASS DISTRIBUTION (BY OTHERS) SHOWN INDICATES 2.
,7
,7
.3
,2
,3
.9
.0
S
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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N
P
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B M
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B Y
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PLAN VIEW - STATION 12+60.00 TO 18+08.00
1"=30'SCALE: 30' 60'0
A N
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A U
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W
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H
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M A
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LEGEND
SURVEY NOTES
2020.
THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY, APRIL
SOUNDINGS AND EELGRASS DISTRIBUTION (BY OTHERS) SHOWN INDICATES 2.
6+
63.65'E =
333.47'T =
635.00'L =
43°13'28.64"Δ = 6°48'25.30"D = 841.72'R =
3+33.47PI STA =
5,738,788.37E 2,256,491.38N
.0
S
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A PT
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,2
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5, 8, 2.
E 2, 6, 4.
6+ .0
ST
A PO
E
DISPOSAL AREA TOE
EEL GRASS
DISPOSAL AREA CONTROL LINE
HARBOR SIDE
SEAWARD SIDE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B
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E
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1"=30'SCALE: 30' 60'0
A N
S
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W
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DISPOSAL AREA TOE
LEGEND
SURVEY NOTES
2020.
THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY, APRIL
SOUNDINGS AND EELGRASS DISTRIBUTION (BY OTHERS) SHOWN INDICATES 2.
B
C
D
E
F
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B M
IT
T
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B Y
C H
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D B
Y
D R
A W
N B
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D E
S
IG
N E
D B
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C O
N T
R A
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N O
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A
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N N
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A
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-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
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IS
S A
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P
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Y
C A
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IF
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IA
W P
L -2
-B
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A U
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N G
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C
A L
IF
O
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IA
W
IL
S
H
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E B
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D
L O
S A
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IS
T R
T
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IC
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N U
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C A
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T O
M O
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A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
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IO
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A1
CROSS SECTION: STATION 4+00.00
1"=10'SCALE:
E1
CROSS SECTION: STATION 4+50.00
1"=10'SCALE:
J1
CROSS SECTION: STATION 5+00.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 5+50.00
1"=10'SCALE:
E9
CROSS SECTION: STATION 6+00.00
1"=10'SCALE:
J9
CROSS SECTION: STATION 6+50.00
1"=10'SCALE:
EXISTING CONDITION
LEGEND
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
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IS
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US Army Corps
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O F
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G
IN
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R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-302
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 7+00.00
1"=10'SCALE:
E1
CROSS SECTION: STATION 7+50.00
1"=10'SCALE:
J1
CROSS SECTION: STATION 8+00.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 8+50.00
1"=10'SCALE:
E9
CROSS SECTION: STATION 9+00.00
1"=10'SCALE:
K9
CROSS SECTION: STATION 9+50.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
CL
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-303
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 10+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 10+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 11+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 11+50.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-304
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 12+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 12+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 13+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 13+50.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-305
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 14+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 14+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 15+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 15+50.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDELC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDELC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDELC
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDELC
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
S
.0
T
O
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-306
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 16+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 16+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 17+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 17+50.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
LC
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
M O
S T
A T
IO
N
.0
E X
IS
T
IN
G
C O
N D
IT
IO
N
C R
O S
S S
E C
T
IO
N S
C-307
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 18+00.00
1"=10'SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-308
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 4+00.00
1"=10'SCALE:
E1
CROSS SECTION: STATION 4+50.00
1"=10'SCALE:
J1
CROSS SECTION: STATION 5+00.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 5+50.00
1"=10'SCALE:
E9
CROSS SECTION: STATION 6+00.00
1"=10'SCALE:
J9
CROSS SECTION: STATION 6+50.00
1"=10'SCALE:
EXISTING CONDITION
BREAKWATER NEAT LINE
LEGEND
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T R
IC
T
F
IL
E N
U M
B E
R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-309
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 7+00.00
1"=10'SCALE:
E1
CROSS SECTION: STATION 7+50.00
1"=10'SCALE:
J1
CROSS SECTION: STATION 8+00.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 8+50.00
1"=10'SCALE:
E9
CROSS SECTION: STATION 9+00.00
1"=10'SCALE:
K9
CROSS SECTION: STATION 9+50.00
1"=10'SCALE:
BREAKWATER NEAT LINE
EXISTING CONDITION
LEGEND
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T R
IC
T
F
IL
E N
U M
B E
R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-310
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 10+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 10+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 11+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 11+50.00
1"=10'SCALE:
EXISTING CONDITION
LEGEND
BREAKWATER NEAT LINE
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-311
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 12+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 12+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 13+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 13+50.00
1"=10'SCALE:
EXISTING CONDITION
BREAKWATER NEAT LINE
LEGEND
SEE NOTE 1SEE NOTE 1
SEE NOTE 1SEE NOTE 1 SEE NOTE 1SEE NOTE 1
SEE NOTE 1SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-312
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 14+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 14+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 15+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 15+50.00
1"=10'SCALE:
EXISTING CONDITION
BREAKWATER NEAT LINE
LEGEND
SEE NOTE 1SEE NOTE 1
SEE NOTE 1 SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-20 -20
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
S
.0
T
O
.0
C R
O S
S S
E C
T
IO
N S
C-313
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 16+00.00
1"=10'SCALE:
F1
CROSS SECTION: STATION 16+50.00
1"=10'SCALE:
A9
CROSS SECTION: STATION 17+00.00
1"=10'SCALE:
F9
CROSS SECTION: STATION 17+50.00
1"=10'SCALE:
EXISTING CONDITION
BREAKWATER NEAT LINE
LEGEND
SEE NOTE 1SEE NOTE 1
SEE NOTE 1SEE NOTE 1 SEE NOTE 1SEE NOTE 1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
-10 -10
0 0
10 10
20 20
30 30
HARBOR SIDE SEAWARD SIDE
TYPICAL SECTION ON SHEET C-315.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT. SEE
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY 1.
NOTES
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
A T
IO
N
.0
C R
O S
S S
E C
T
IO
N S
C-314
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
CROSS SECTION: STATION 18+00.00
1"=10'SCALE:
EXISTING CONDITION
BREAKWATER NEAT LINE
LEGEND
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
-50 -40 -30 -20 -10 0 10 20 30 40 50
0 0
16'
1.5
CL
UNDERLAYER
EL +16
ARMOR LAYER
EL +4 MLLW
EL 0 MLLW
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
-20 -20
-10 -10
0 0
CL
56'
EL -11
10' 20'0
A N
S
E A
K W
A T
E R
R E
P A
IR
S
P O
R T
S A
N L
U
IS
S A
N L
U
IS
O B
IS
P
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -2
-B
-0
A U
G U
S T
S A
N G
E L
E S
C
A L
IF
O
R N
IA
W
IL
S
H
IR
E B
L V
D
L O
S A
N G
E L
E S
D
IS
T R
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
V C
R
IS
O S
T O
P
IC
A L
D E
S
IG
N S
E C
T
IO
N S
C-315
S H
A R
D C
A S
T L
E
M
W E
S L
C
-3 .d g n
J -2
C H
U C
K M
E
C1
BREAKWATER REPAIRS, TYPICAL
1"=10'SCALE:
3.
2.
1.
ESTIMATED VOLUME OF RESET STONE IS 656,000 CUBIC FEET.THE 4.
EXCEED A TOLERANCE OF +-O.25H:1V FOR A LENGTH EXCEDDING 50 FT.
SEAWARD SIDE SLOPE TO INTERSECT WITH THE +4.0 FT ELEVATION. DO NOT
THE HARBOR SIDE SLOPE TO INTERSECT WITH THE 0.0 FT ELEVATION. VARY THE
THE HARBOR SIDE SLOPE AND SEAWARD SIDE SLOPE INDICATED ARE IDEAL. VARY
RESET STONE OR NEW STONE.
HARBOR SLOPE WITH THE EXISTING STONE TO PROVIDE A BUTTRESS FOR THE
16 STONE. INTERLOCK THE RESET TOE STONE ON THE SEAWARD SLOPE AND
INTERLOCKING. PLACE NEW A-16 ARMOR STONE TO SUPPLEMENT THE EXISTING A-
EXISTING A-16 STONE IN THE CROSS SECTION AS THE ARMOR LAYER AND ACHIEVE
THE CROSS SECTION AS THE UNDERLAYER AND ACHIEVE INTERLOCKING. RESET ALL
EQUAL TO 12 TONS (DESIGNATED A-16 STONE). RESET ALL EXISTING A-8 STONE IN
AND LESS THAN 12 TONS (DESIGNATED A-8 STONE), AND STONE GREATER THAN OR
SEPARATE THE REMOVED STONE INTO STONE GREATER THAN OR EQUAL TO 5 TONS
MLLW ON THE HARBOR SIDE AND EL +4.0 FT MLLW ON THE SEAWARD SIDE.
ALL EXISTING STONE AT AND ABOVE THE PLANE DEFINED BY EL 0.0 FT REMOVE
CONDITIONS.
CONDITIONS WILL VARY. SEE THE DETAILED CROSS SECTIONS FOR ACTUAL
CONTAIN ALL, SOME, OR NONE OF THE STONE AS SHOWN. THE ACTUAL
REPRESENT THE VARYING EXISTING CONDITION. THE EXISTING CONDITION MAY
THE BREAKWATER EXISTING CONDITION IS SHOWN FOR ILLUSTRATION ONLY TO
SEAWARD SIDEHARBOR SIDE
HARBOR SIDE SEAWARD SIDE
J1
DISPOSAL AREA, TYPICAL
1"=10'SCALE:
BREAKWATER NEAT LINE
EXISTING CONDITION
EXISTING STONE
NEW STONE OR EXISTING STONE TO BE RESET TO BREAKWATER NEAT LINE
NOTES
| 111671_G-001 |
| 111671_G-002 |
| 111671_C-001 |
| 111671_C-101 |
| 111671_C-102 |
| 111671_C-103 |
| 111671_C-104 |
| 111671_C-301 |
| 111671_C-302 |
| 111671_C-303 |
| 111671_C-304 |
| 111671_C-305 |
| 111671_C-306 |
| 111671_C-307 |
| 111671_C-308 |
| 111671_C-309 |
| 111671_C-310 |
| 111671_C-311 |
| 111671_C-312 |
| 111671_C-313 |
| 111671_C-314 |
| 111671_C-315 |
| 2021-08-19T16:50:41-0700 | |
| CRISOSTOMO.VANGIL.C.1231679711 |
| 2021-08-19T17:11:32-0700 | |
| LOVASZ.PAMELA.J.1143912678 |
File details come from the government source that posted it. Updated .