Plans_W912PL-19-B-0010_Port_of_Hueneme_Deepening.pdf
PDF 21 MB Posted
- Solicitation number
- W912PL-19-B-0010
About this file
This solicitation provides details for a dredging project at the Port of Hueneme in Ventura County, California. The project consists of deepening the port's federal navigation channels by four feet, with the new design depths being -44 feet MLLW for the Approach Channel and -40 feet MLLW for the remainder of the harbor. Approximately 370,000 cubic yards of material will be dredged, with most being placed on Hueneme Beach south of the entrance channel. Around 20,000 cubic yards of unsuitable material will be disposed at the existing Confined Aquatic Disposal site within the harbor. Timber pile remnants may also be encountered in Channel A. The solicitation number is W912PL-19-B-0010 and it is anticipated the resultant contract will be awarded within 30 days of receipt of bids. The proposed award will be made to the responsible bidder providing the most advantageous price in accordance with FAR Part 14 sealed bidding procedures.
Plans. 26 sheets. 21 MB.
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W CHANNEL ISLANDS BLVD W CHANNEL ISLANDS BLVD
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NORTH HARBOR
U.S. NAVY
PARKING
EMPLOYEE
CONTRACTOR
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APPROXIMATELY
II IV
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30 FT X 250 FT
CONTRACTOR LAYDOWN AREA
80 FT X 250 FT
CONTRACTOR MOORING AREA
(CAD) AREA
DISPOSAL PLACEMENT
CONFINED AQUATIC
ALIGNMENT
CHANNEL
(T-10)
HOTSPOT 3
(T-15)
HOTSPOT 5
(E-6)
HOTSPOT 2
(A-8)
HOTSPOT 1
(E-9)
HOTSPOT 4
~170 FT X 40 FT
BEACH LAYDOWN AREA
PROTECT IN PLACE
STA. 22+00 TO STA. 29+80
REVETTED SLOPE AREA
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E ,1
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,0
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,0
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,0
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EAST PORT HUENEME RD.
EAST SCOTT ST.
EAST PORT HUENEME RD.
EAST SCOTT ST.
-40
-40 105 E HUENEME RD
HARBORMASTER OFFICE
OXNARD HARBOR DISTRICT
PORT OF HUENEME
OXNARD HARBOR DISTRICT
U.S. NAVAL BASE VENTURA COUNTY
(NBVC)
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-40
1+95
PH 5
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5+00
LS 5490
-44
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DOLPHINS
MOORING
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SHORELINE
ROCK REVETMENT ROCK REVETMENT
SD CABLE (ABANDONED)
DIAMETER U.S. NAVY SUBMARINE
APPROXIMATE LOCATION OF 38MM
(ABANDONED)
SUBMARINE SD CABLES
AND 38MM DIAMETER U.S. NAVY
APPROXIMATE LOCATION OF 13MM
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A R
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ALL EXISTING STRUCTURES SHOWN ARE APPROXIMATE6.
N 1,833,295.145 E 6,205,454.561 ELEV 25.056
PRIMARY VERTICAL BENCHMARK COORDINATES:5.
PRIMARY VERTICAL BENCHMARK FOR THIS PROJECT IS V 1100 (PID EW6002)4.
STATION 9411270), EPOCH 83-01
MLLW ELEVATIONS ARE BASED ON THE RINCON ISLAND TIDAL DATUM (NOAA 3.
UNITS ARE US SURVEY FEET2.
EPOCH 2004.0
ALL CONTROL POINTS ARE SHOWN IN NAD 83 CALIFORNIA LAMBERT ZONE 5, 1.
GENERAL NOTES
EXISTING REVETMENT
SURVEY MONUMENT
BUOY
PROJECT DEPTH
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G E
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-40
E 6,193,682 SFT
N 1,877,263 SFT
2" BRASS DISC
5+00
(E-6)
HOTSPOT 2
(A-8)
HOTSPOT 1
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-1
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-9
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-5
-5 5-55
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-45
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-40-40-40-40
-40
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-4
-40
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-40 -40 -40
-40
-35
-3
-3
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-35
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-3
-3
-35 -35
-35 -35
-35
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-3
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-3
-3
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-3
-30
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-3
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-30
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-2
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-2
-25 -25 -25 -25
-2
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-15-15-15-15
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N ,8 ,0
E ,1 ,0
N ,8 ,0
E ,1 ,0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:07:18 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-102.dgn
E S
A C -2
C-102
C O
N D
IT
IO
N S
U R
V E
Y J R
Y A
N
C -1
.d g n
A1
CONDITION SURVEY APPROACH AND ENTRANCE
SCALE: 1"=100'
NORTH
PLAN
TR
U E N
100' 200'0
J J
A C
K S
O N
J J
A C
K S
O N
NEAREST TENTH OF A FOOT.
ONLY AT THE TIME OF SURVEY (MARCH 2019) AND ARE SHOWN TO THE
SOUNDINGS IN SURVEY FEET, INDICATE THE GENERAL CONDITIONS EXISTING 1.
NOTES
A P
P R
O A
C H A
N D E
N T
R A
N C
E C
H A
N N
L
(E-6)
HOTSPOT 2
(E-9)
HOTSPOT 4
(T-10)
HOTSPOT 3
(T-15)
HOTSPOT 5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-50
-5
-50
-5
-5
-5
-5
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-5
-50
-50
-5
-5
-5
-4
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-25
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-1
-1
W H
A R
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BERTH 1 BERTH 2
BERTH 3
OHD WHARF 2 BERTH 5
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4'
N 1,879,000
E ,1
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E ,1
,0
N 1,878,000N 1,878,000
E ,1
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:07:25 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-103.dgn
E S
A C -2
C-103
O
N D
IT
IO
N S
U R
V E
Y J R
Y A
N
C H
A N
N E
L A A
N D T
U R
N
IN
G B
A S
IN
C -1
.d g n
A1
CONDITION SURVEY CHANNEL A AND TURNING BASIN
SCALE: 1"=100'
NORTH
PLAN
100' 200'0
J J
A C
K S
O N
J J
A C
K S
O N
NEAREST TENTH OF A FOOT.
ONLY AT THE TIME OF SURVEY (MARCH 2019) AND ARE SHOWN TO THE
SOUNDINGS IN SURVEY FEET, INDICATE THE GENERAL CONDITIONS EXISTING 1.
NOTES
(A-8)
HOTSPOT 1
(E-6)
HOTSPOT 2
DOLPHINS
MOORING
CHUTE
CATTLE
DOLPHINS
MOORING
8" PIPES
INTAKE/OUTFALL
SEAWATER
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
SLOPE AREA
REVETTED
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
ES
T J
ETT
Y
EAST JETTY
H U E
N E
M E B
E A C
H P
L A C E
M E
N T A
R
APPROACH CHANNEL
ENTRANCE CHANNEL
N ,8 ,0
E ,1 ,0
N ,8 ,0
E ,1 ,0
E ,1 ,0
N . 1 ,8 ,0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:07:32 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-104.dgn
E S
A C -2
P
P R
O A
C H A
N D E
N T
R A
N C
E C
H A
N N
E L
C-104
E X
IS
T
IN
G C
O N
D
IT
IO
N S
J R
Y A
100' 200'0
EXPOSED PILE
SIDE-SCAN SONAR TARGET
LEGEND
A1
EXISTING CONDITIONS - APPROACH AND ENTRANCE CHANNEL
SCALE: 1" = 100'
NORTH
PLAN
TR
U E N
C -1
.d g n
J J
A C
K S
O N
J J
A C
K S
O N
SIDE-SCAN SONAR DATA AND EXPOSED PILE LOCATIONS COLLECTED FALL, 1.
NOTES
-44
25+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
72+7772+77
31+00
SCATTERED DEBRIS
AREA OF
SCATTERED DEBRIS
AREA OF
EXPOSED PILES
47 INDIVIDUAL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
A R
F
BERTH 1 BERTH 2
W H
A R
F
BERTH 3
OHD WHARF 2 BERTH 5
OHD WHARF 1
WHARF 5
W H
A R
F
BERTH 4
13 14 15
CHANNEL A
TURNING BASIN
PILE ZONE
A
B
C D
HOTSPOT
E-6
HOTSPOT 5
(T-15)
HOTSPOT 3
(T-10)
HOTSPOT 4
(E-9)
N 1,879,000
E ,1
,0
E ,1
,0
E ,1
,0
N 1,879,000
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
SLOPE AREA
REVETTED
LIMITS
PROJECT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:07:41 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-105.dgn
E S
A C -2
A N
N E
L A A
N D T
U R
N
IN
G B
A S
IN
C-105
E X
IS
T
IN
G C
O N
D
IT
IO
N S
J R
Y A
100' 200'0
C -1
.d g n
A1
EXISTING CONDITIONS - CHANNEL A AND TURNING BASIN
SCALE: 1" = 100'
J J
A C
K S
O N
J J
A C
K S
O N
EXPOSED PILE
SIDE-SCAN SONAR TARGET
LEGEND
SIDE-SCAN SONAR DATA AND EXPOSED PILE LOCATIONS COLLECTED FALL, 1.
NOTES
NORTH
PLAN
24+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
72+7772+77
31+00
105 E HUENEME RD
HARBORMASTER OFFICE
OXNARD HARBOR DISTRICT
PORT OF HUENEME
(E-6)
HOTSPOT 2
(E-9)
HOTSPOT 4
(T-10)
HOTSPOT 3
(T-15)
HOTSPOT 5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-50
-5
-5
-5
-5
-5
-5
-50
-5
-50
-50
-5
-5
-5
-4
-4
-45
-45
-45
-45
-45
-45
-4
-45
-4
-45
-4
-45
-4
-4
-4
-45-45
-4
-4
-4
-4
-45
-4
-4
-4
-4 5 -45
-45
-40
-4
-40
-40
-4
-4
-40 -40
-40
-4
-40 -4
-4
-4
-4
-4
-4
-4
-40
-4
-4
-4
-4
-40
-4
-40
-4
-4
-4
-40 -40
-4
-4
-40
-40
-4
-40
-40
-4
-40
-40
-4
-4 0-4
-40
-40
-40
-4
-40
-40
-4
-40
-40
-4
-35
-3
-3
-3
-3
-3
-3
-3
-3
-35
-35
-35
-35
-35
-3
-3
-35
-35
-3
-35
-3
-35
-3
-35
-3
-35
-3
-3
-30 -30 -30
-30
-3
-3
-3
-2
-25
-2
-2
-2
-20
-2
-2
-1
-1
W H
A R
F
BERTH 1 BERTH 2
BERTH 3
OHD WHARF 2 BERTH 5
OHD WHARF 1
WHARF 5
W H
A R
F
BERTH 4
N. 1,878,000 N. 1,878,000 N. 1,878,000
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
N. 1,879,000 N. 1,879,000
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
SEE NOTE 2
REVETTED SLOPE AREA
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:07:58 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-107.dgn
E S
A C -2
C-107
H
A N
N E
L A A
N D T
U R
N
IN
G B
A S
IN
D R
E D
G E P
L A
N
C -1
.d g n
A1
DREDGE PLAN - CHANNEL A AND TURNING BASIN
SCALE: 1"=100' 100' 200'0
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
PROJECT DEPTH
AREAS ABOVE PROJECT DEPTH
LEGEND
NORTH
PLAN
SIDE SLOPES AND DEPTH TRANSITIONS ARE 3H:1V3
PROTECT IN PLACE REVETTED SLOPE.
NO BOX CUTTING IN VICINITY OF REVETTED SLOPE STA. 22+00 TO 29+80. 2.
TIME OF SURVEY (MARCH 2019)
CONTOURS INDICATE THE GENERAL CONDITIONS EXISTING ONLY AT THE 1.
GENERAL SHEET NOTES
-40
-40
105 E HUENEME RD
HARBORMASTER OFFICE
OXNARD HARBOR DISTRICT
PORT OF HUENEME
EDANEMORP ESUOHTHGIL
DOLPHINS
MOORING
DOLPHINS
MOORING
CHUTE
CATTLE
DOLPHINS
MOORING
PIPES
INTAKE/OUTFALL
SEAWATER
PLACEMENT AREA
NEARSHORE
SD CABLE (ABANDONED)
DIAMETER U.S. NAVY SUBMARINE
APPROXIMATE LOCATION OF 38MM
(ABANDONED)
SUBMARINE SD CABLES
AND 38MM DIAMETER U.S. NAVY
APPROXIMATE LOCATION OF 13MM
CHANNEL LIMITS
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
13+00
31+00
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
E A
N D
R
M A
R K
E T S
T
OXNARD HARBOR DISTRICT
W E
S T
J E
T T
Y
EAST
JE
TT
Y
HUENEME BEACH PLACEMENT AREA
ROCK REVETMENT ROCK REVETMENT
W
H A
R F
BERTH 1 BERTH 2 BERTH 3
OHD WHARF 2 BERTH 5
OHD WHARF 1
WHARF 5
W H
A R
F
BERTH 4
SHORELINE
A
B C
D
E
A
B C
D
EF
A
B
C
DE
A B
CD
E
F
A B
C D
EF
G
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
31+00
13+00
N. 1,876,000
N. 1,877,000
N. 1,878,000
N. 1,879,000
F G
H
I
A P P R
O A C
H
C H
A N
N E L
C H
A N
N E L
E N T R
A N
C E
CHANNEL A
TURNING
BASIN
CAD
(A-8)
HOTSPOT 1
(E-6)
HOTSPOT 2
(T-10)
HOTSPOT 3
(E-9)
HOTSPOT 4
(T-15)
HOTSPOT 5
WHARF 2 FACE
WHARF 3 FACE
WHARF 1 FACE
WHARF 5 FACE
WHARF 4 FACE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:08:07 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-108.dgn
E S
A C -2
O R
D
IN
A T
E S
H O
T S
P O
T L
O C
A T
IO
N S A
N D
C-108
NORTH
PLAN
400'0 200'
C -1
.d g n
A1
HOTSPOT LOCATIONS AND COORDINATES
SCALE: 1"=200'
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
NUMBER - 1,2,3,4 AND 5. SEE SHEETS C-310 AND CJ101
DREDGE MATERIAL FROM HOTSPOTS TO BE PLACED IN CAD BY ORDER OF 6.
N 1,833,295.145 E 6,205,454.561 ELEV 25.056
PRIMARY VERTICAL BENCHMARK COORDINATES:5.
PRIMARY VERTICAL BENCHMARK FOR THIS PROJECT IS V 1100 (PID EW6002)4.
STATION 9411270), EPOCH 83-01
MLLW ELEVATIONS ARE BASED ON THE RINCON ISLAND TIDAL DATUM (NOAA 3.
UNITS ARE US SURVEY FEET2.
EPOCH 2004.0
ALL CONTROL POINTS ARE SHOWN IN NAD 83 CALIFORNIA LAMBERT ZONE 5, 1.
NOTES
-44
-40
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
72+7772+77
13+00
31+00
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:08:17 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-109.dgn
E S
A C -2
C-109A1
C -1
.d g n
400'0 200'SCALE: 1"=200'
INDEX TO CROSS SECTIONS
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
NOAA IMAGE DATED 20151.
NOTES
NORTH
PLAN
IN
D
E X T
O C
R O
S S -S
E C
T
IO
N S
A1
C-301
C1
C-301
E1
C-301
A6
C-301
C6
C-301
E6
C-301
A1
C-302
C1
C-302
E1
C-302
A6
C-302
C6
C-302
E6
C-302
A1
C-303
C1
C-303
E1
C-303
A1
C-304
E8
C-304
A8
C-304
A4
C-304
C1
C-304
E1
C-304
E4
C-304
C8
C-304
A1
C-305
C8
C-305
A8
C-305
E4
C-305
C4
C-305
A4
C-305
E1
C-305
C1
C-305
A1
C-306
E1
C-306
C1
C-306
E3
C-309
A3
C-308
C3
C-308
E3
C-308
A3
C-309
C3
C-309
A1
C-307
C1
C-307
E1
C-307
A5
C-307
C5
C-307
E5
C-307
C4
C-304
E8
C-305
E1
C-310
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH (TYP)
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
-44 FT MLLW
-44 FT MLLW
-44 FT MLLW-44 FT MLLW
-44 FT MLLW -44 FT MLLW
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:08:56 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-301.dgn
E S
A
C-301
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
80' 160'0
80' 160'0
20' 40'0
20' 40'0
A P
P R
O A
C H A
N D E
N T
R A
N C
E C
H A
N N
E L S
C -3
.d g n
APPROACH CHANNEL STA. 2+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
A1 80' 160'0
20' 40'0
APPROACH CHANNEL STA. 4+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
C1
APPROACH CHANNEL STA. 6+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
E1 80' 160'0
20' 40'0
80' 160'0
20' 40'0
20' 40'0
80' 160'0
APPROACH CHANNEL STA. 8+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
A6
APPROACH CHANNEL STA. 10+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
C6
APPROACH CHANNEL STA. 12+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
E6C-109
B3
C-109
B3
C-109
A3
C-109
B3
C-109
B3
C-109
C4
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
(A-8)
HOTSPOT 1
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
EL. -36 FT
REVETMENT TOE
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW -40 FT MLLW
-44 FT MLLW
-40 FT MLLW
-44 FT MLLW
SLOPE REVETMENT
PLACE EXISTING
PROTECT IN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 450-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350 400 440-50-100-150-200-250-300-350-400-440
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50 E
L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
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...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-302.dgn
E S
A
C-302
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
E N
T R
A N
C E C
H A
N N
E L
C -3
.d g n
C-109
C4
A1
APPROACH CHANNEL STA. 14+00
SCALE: 1"=80' HORIZ., 1"=20' VERT. 80' 160'0
20' 40'0
C-109
C4 ENTRANCE CHANNEL STA. 18+00
E1
SCALE: 1"=80' HORIZ., 1"=20' VERT. 80' 160'0
20' 40'0
C-109
C4
C1
APPROACH CHANNEL STA. 16+00
SCALE: 1"=80' HORIZ., 1"=20' VERT. 80' 160'0
20' 40'0
C-109
D5
E6
ENTRANCE CHANNEL STA. 24+00
SCALE: 1"=80' HORIZ., 1"=20' VERT. 80' 160'0
20' 40'0
80' 160'0
20' 40'0
C-109
D5 ENTRANCE CHANNEL STA. 22+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
C6
C-109
D4
A6
ENTRANCE CHANNEL STA. 20+00
SCALE: 1"=80' HORIZ., 1"=20' VERT. 80' 160'0
20' 40'0
LEGEND
J J
A C
K S
O N
J J
A C
K S
O N
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
(A-8)
HOTSPOT 1
(E-6)
HOTSPOT 2
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED2.
C-104 AND C-105.
CUTTING IN VICINITY OF REVETTED SLOPE STA. 22+00 TO 29+80. SEE SHEET
EXERCISE EXTREME CAUTION IN VICINITY OF REVETTED SLOPE. NO BOX 1.
CHANNEL ENTRANCE WHARF
CHANNEL ENTRANCE WHARF
EL. -36 FT
REVETMENT TOE
EL. -36 FT
REVETMENT TOE
EL. -36 FT
REVETMENT TOE
EL. -36 FT
REVETMENT TOE
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
SLOPE REVETMENT
PLACE EXISTING
PROTECT IN
SLOPE REVETMENT
PLACE EXISTING
PROTECT IN
SLOPE REVETMENT
PLACE EXISTING
PROTECT IN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
-10
-20
-30
-40
-50 0 50 100 150 200 250 300 350-50-100-150-200-250-300-350
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
OVERDEPTH
2 FT ALLOWABLE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:09:12 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-303.dgn
E S
A
C-303
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
80' 160'0
80' 160'0
80' 160'0
20' 40'0
20' 40'0
20' 40'0
E N
T R
A N
C E C
H A
N N
E L
C -3
.d g n
A1
C1
E1
ENTRANCE CHANNEL STA. 26+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
ENTRANCE CHANNEL STA. 28+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
ENTRANCE CHANNEL STA. 30+00
SCALE: 1"=80' HORIZ., 1"=20' VERT.
C-109
D5
C-109
D5
C-109
E5
J J
A C
K S
O N
J J
A C
K S
HOTSPOT 2
(E-6)
HOTSPOT 4
(E-9)
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
C-104 AND C-105.
CUTTING IN VICINITY OF REVETTED SLOPE STA. 22+00 TO 29+80. SEE SHEET
EXERCISE EXTREME CAUTION IN VICINITY OF REVETTED SLOPE. NO BOX 2.
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
WHARF 1 FACE
WHARF 1 FACE
WHARF 1 FACE
WHARF 1 FACE
WHARF 1 FACE
WHARF 1 FACE WHARF 1 FACE
WHARF 1 FACE
WHARF 1 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW-40 FT MLLW-40 FT MLLW
-40 FT MLLW -40 FT MLLW -40 FT MLLW
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
3:09:23 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-304.dgn
E S
A
C-304
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
80' 160'0
20' 40'0 20' 40'0
80' 160'0A1
A4
A8
SCALE: 1" = 80' HORIZ., 1" = 20' VERT. SCALE: 1" = 80' HORIZ., 1" = 20' VERT. SCALE: 1" = 80' HORIZ., 1" = 20' VERT.80' 160'0
20' 40'0
CHANNEL A STA. 33+00
C1
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
CHANNEL A STA. 34+00
CHANNEL A STA. 35+00
E4
CHANNEL A STA. 37+00
E8
CHANNEL A STA. 40+00
C4
CHANNEL A STA. 36+50
C8
CHANNEL A STA. 39+00
80' 160'0 80' 160'0 80' 160'0
80' 160'080' 160'080' 160'0
20' 40'0 20' 40'0 20' 40'0
20' 40'020' 40'0
CHANNEL A STA. 36+00
20' 40'0
CHANNEL A STA. 38+00
C -3
.d g n
C-109
E6
C-109
E6
C-109
E7
C-109
E7
C-109
E6
C-109
E6
C-109
E6
C-109
E6
C-109
E7
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
(E-9)
HOTSPOT 4
(E-9)
HOTSPOT 4
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
C H
A N
N E
L A
W H
A R
F
WHARF 1 FACEWHARF 2 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
WHARF 2 FACE WHARF 1 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
ZONE
PILE
-40 FT MLLW-40 FT MLLW
-40 FT MLLW
-40 FT MLLW-40 FT MLLW-40 FT MLLW
-40 FT MLLW
-40 FT MLLW -40 FT MLLW
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
OVERDEPTH
4 FT ALLOWABLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
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3:09:33 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-305.dgn
E S
A
C-305
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
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N
80' 160'0
20' 40'0 20' 40'0
80' 160'0A1
A4
A8
SCALE: 1" = 80' HORIZ., 1" = 20' VERT. SCALE: 1" = 80' HORIZ., 1" = 20' VERT. SCALE: 1" = 80' HORIZ., 1" = 20' VERT.80' 160'0
CHANNEL A STA. 41+00
CHANNEL A STA. 42+00
CHANNEL A STA. 43+00
E4
CHANNEL A STA. 46+00
E8
CHANNEL A STA. 48+50
C4
CHANNEL A STA. 45+00
C8
CHANNEL A STA. 48+00
80' 160'0 80' 160'0 80' 160'0
80' 160'080' 160'080' 160'0
20' 40'0 20' 40'0 20' 40'0
20' 40'020' 40'0
CHANNEL A STA. 44+00
20' 40'0
CHANNEL A STA. 47+00
C -3
.d g n
C -3
.d g n
C-109
E7
C-109
E7
C-109
E8
C-109
E8
C-109
E8
C-109
E8
C-109
E8
C-109
E8
C-109
E8
J J
A C
K S
O N
J J
A C
K S
O N
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
C H
A N
N E
L A
W H
A R
F A
N D
C H
A N
N E
L A
W H
A R
F A
N D
WHARF 2 FACE
WHARF 1 FACEWHARF 2 FACE
WHARF 2 FACE WHARF 1 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50 0 50 100 150 200 250 300-50-100-150-200-250-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:09:42 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-306.dgn
E S
A
C-306
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
3:09:42 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-306.dgn
E S
A
C-306
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
80' 160'0
A1
CHANNEL A STA. 50+80
CHANNEL A STA. 50+00
80' 160'0
80' 160'0
20' 40'0
20' 40'0
CHANNEL A STA. 49+00
C -3
.d g n
C -3
.d g n
C-109
E8
C-109
E9
C-109
E9
J J
A C
K S
O N
J J
A C
K S
O N
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
C H
A N
N E
L A
W H
A R
F A
N D
C H
A N
N E
L A
W H
A R
F A
N D
WHARF 5 FACE
WHARF 5 FACE
WHARF 5 FACE
WHARF 5 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 -1300 -1250 -1200 -1150 -1100 -1050 -1000 -950 -900 -850 -800
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:09:50 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-307.dgn
E S
A
C-307
C -2
S T
A T
O
C R
O S
S S
E C
T
IO
N S
J R
Y A
N
20' 40'0
80' 160'0
20' 40'0
80' 160'0
20' 40'0
80' 160'0
20' 40'0
80' 160'0
20' 40'0
80' 160'0
20' 40'0
80' 160'0
A1
A5
C5
E5
SCALE: 1" = 80' HORIZ., 1" = 20' VERT. SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
TURNING BASIN (NORTH) STA. 33+00
TURNING BASIN (NORTH) STA. 34+00
TURNING BASIN (NORTH) STA. 35+00
TURNING BASIN (NORTH) STA. 36+00
TURNING BASIN (NORTH) STA. 37+00
TURNING BASIN (NORTH) STA. 38+00
C -3
.d g n
C-109
G6
C-109
G6
C-109
G6
C-109
G7
C-109
G7
C-109
G6
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
(T-15)
HOTSPOT 5
(T-15)
HOTSPOT 5
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
T U
R N
IN
G B
A S
IN
N
O R
T H
W H
A R
F
WHARF 4 FACE WHARF 3 FACE
-40 MLLW
WHARF 4 FACE
-40 MLLW
WHARF 3 FACE
-40 MLLW
WHARF 3 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:09:58 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-308.dgn
E S
A
C-308
C -2
J R
Y A
N
S T
A T
O
C R
O S
S S
E C
T
IO
N S
20' 40'0
80' 160'0
20' 40'0
80' 160'0
20' 40'0
80' 160'0
A3
C3
E3
TURNING BASIN STA. 62+00
TURNING BASIN STA. 64+00
TURNING BASIN STA. 66+00
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
C -3
.d g n
C-109
F6
C-109
F6
C-109
F6
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
(T-10)
HOTSPOT 3
(T-10)
HOTSPOT 3
T U
R N
IN
G B
A S
IN
C A
D S
IT
WHARF 4 FACE
-40 MLLW
WHARF 3 FACE
WHARF 4 FACE
-40 MLLW
WHARF 3 FACE
WHARF 4 FACE
-40 MLLW
WHARF 3 FACE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
-10
-20
-30
-40
-50
-60 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000-50-100-150-200-250-300
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N F
T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:10:06 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-309.dgn
E S
A
C-309
C -2
J R
Y A
N
S T
A T
O
C R
O S
S S
E C
T
IO
N S
A3
C3 80' 160'0
20' 40'0
SCALE: HORIZ 1"=80', VERT 1"=20'
80' 160'0
20' 40'0
E3 80' 160'0
20' 40'0
SCALE: HORIZ 1"=80', VERT 1"=20'
SCALE: 1" = 80' HORIZ., 1" = 20' VERT.
TURNING BASIN STA. 68+00
TURNING BASIN STA. 70+00
TURNING BASIN STA. 71+00
C -3
.d g n
C-109
G6
C-109
G6
C-109
G6
J J
A C
K S
O N
J J
A C
K S
O N
ALL SIDE SLOPES ARE 3H:1V UNLESS OTHERWISE INDICATED1.
NOTES
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
(T-15)
HOTSPOT 5
T U
R N
IN
G B
A S
IN
C A
D S
IT
LINE A-F
-47 FT MLLW
TOP OF FILL
OVERDEPTH
2 FT ALLOWABLE
LINE A-F
-47 FT MLLW
TOP OF FILL
OVERDEPTH
2 FT ALLOWABLE
-47 FT MLLW
TOP OF FILL
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
-47 FT MLLW
TOP OF FILL
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
OVERDEPTH
2 FT ALLOWABLE
-44 FT MLLW -40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW
-40 FT MLLW -40 FT MLLW
-40 FT MLLW
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
-60
-40
-30
-1150 -1100 -1050 -1000 -950 -900 -850 -800 -750 -700 -60
-50
-40
-30
E L E
V A
T
IO
N F
T
ROCK APRON AREA
-60
-50
-40
-30
-1150 -1100 -1050 -1000 -950 -900 -850 -800 -750 -700 -60
-50
-40
-30
E L E
V A
T
IO
N F
T
-60
-50
-40
-30
125 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 -60
-50
-40
-30
E L E
V A
T
IO
N F
T
-60
-50
-40
-30
125 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 -60
-50
-40
-30
E L E
V A
T
IO
N F
T
-60
-50
-40
-30
-20-20
-60
-50
-40
-30
-20-20
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00
E L E
V A
T
IO
N F
T
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...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_C-310.dgn
E S
A C -2
C-310
C -3
.d g n
A1 A5
C5C1
E1
SCALE: 1"=200' HORIZ., 1"=10' VERT.
PROFILE ALONG ALIGNMENT
CAD PLACEMENT AREA STA. 36+50
CAD PLACEMENT AREA STA. 34+50
CAD PLACEMENT AREA STA. 70+00
CAD PLACEMENT AREA STA. 68+50
SCALE: 1"=50' HORIZ., 1"=10' VERT. SCALE: 1"=50' HORIZ., 1"=10' VERT.
SCALE: 1"=50' HORIZ., 1"=10' VERT.SCALE: 1"=50' HORIZ., 1"=10' VERT.
400'0 200'
10' 20'0
50' 100'050' 100'0
50' 100'0 50' 100'0
10' 20'0
10' 20'010' 20'0
10' 20'0
C-109
D5
CJ101
F4
CJ101
F4
CJ101
F4
CJ101
F4
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
APPROACH CHANNEL ENTRANCE CHANNEL
CHANNEL A
LEGEND
USACE SURVEY OF JUNE, 2009
USACE SURVEY OF MARCH, 2019
HOT SPOTS DREDGE MATERIAL
HOT SPOTS DREDGE MATERIAL HOT SPOTS DREDGE MATERIAL HOT SPOTS DREDGE MATERIAL
HOT SPOTS DREDGE MATERIAL HOT SPOTS DREDGE MATERIAL
C A
D P
L A
C E
M E
N T C
R O
S S S
E C
T
IO
24+00
26+00
27+00
28+00
29+00
30+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
72+7772+77
31+00
(E-6)
HOTSPOT 2
(E-9)
HOTSPOT 4
(T-10)
HOTSPOT 3
(T-15)
HOTSPOT 5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
P
L -1
-B -0
A U
G U
S T
F
IL
E N
A M
E
C A
D F
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
S A
N G
E L E
S D
IS
T R
IC
T
P O
R T O
F H
U E
N E
M E D
E E
P E
N
R
C K
A R E
A
A P R
O N
-40
-40
-40
W H
A R
F
BERTH 1 BERTH 2
BERTH 3
OHD WHARF 2 BERTH 5
OHD WHARF 1
WHARF 5
W H
A R
F
BERTH 4
N. 1,878,000 N. 1,878,000 N. 1,878,000
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
N. 1,879,000 N. 1,879,000
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
LIMITS
PROJECT
SEE NOTE 2
REVETTED SLOPE AREA
A
B
C D
E
F
N. 1,878,000 N. 1,878,000 N. 1,878,000
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
N. 1,879,000 N. 1,879,000
SEE NOTE 1
ROCK APRON AREA
PROTECT IN PLACE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:10:20 PM 8/8/2019
...\Port Hueneme_104824\3.0 Design and Engineering Products\CAD\Drawings\Sheets\104824_CJ101.dgn
E S
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J R
Y
CJ101
C J .d g n
J J
A C
K S
O N
J J
A C
K S
O N
CONTRACTO…
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