Plans_W912PL-18-B-0007.pdf
PDF 15 MB Posted
- Attached to
- CHANNEL ISLANDS AND PORT HUENEME HARBORS, MAINTENANCE DREDGING, VENTURA COUNTY, CALIFORNIA
- Solicitation number
- W912PL-18-B-0007
About this file
Plans. 12 sheets. 15 MB
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_W912PL-18-B-0007_5Sept2018.pdf | ||
| Am2_W912PL-18-B-0007.pdf | ||
| CI2018_04_cond.pdf | ||
| CI2018_04_cond-2ft.xyz | XYZ file | |
| _Am1_W912PL-18-B-0007.pdf | ||
| Spec_W912PL-18-B-0007.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W
P
L -1
-B -0
F
IL
E N
A M
E
C A
D F
IL
E
®of Engineers
US Army Corps
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
N 1 885 000
N 1 880 000
N 1 890 000
E
E
E
N 1 875 000
E A
S T C
H A
N N
E L
W E
S T C
H A
N N
E L
VENTURA COUNTY
US NAVAL BASE
BEACH FILL
R O
O S E
V E L T B
L V
D
P E
N
IN
S U
L A R
D
V
IC
T O
R
IA
A
V E
V
IC
T O
R
IA
A
V E
H A
R B
O R B
L V
D
O C
E A
N D
R
H O
L L Y
W O
O D B
E A
C H
NO
RTH
JE
TT
Y
SO
U
TH
J
ETT
Y
V E
N T
U R
A R
D V
E N
T U
R A R
D
VENTURA AVE
SEAVIEW ST
SURFSIDE DR
D E T
A C
H E
D B
R E
A K
W A T E
R
OUTFALL
APPROXIMATE SHORELINE
CHANNEL
ISLANDS
HARBOR
PORT
HUENEME
HARBOR
HUENEM
E BEACHSHORELINE
APPROXIMATE
U.S. NAVAL BASE VENTURA COUNTY
(NBVC)
W CHANNEL ISLANDS BLVD W CHANNEL ISLANDS BLVD
FILL
BEACH
PIPELINE
DISCHARGE
SHORELINE
APPROXIMATE
O C E
A N D
R
HUENEME BEACH PLACEMENT AREA
S
IL
V E
R S
T R
A N
D B
E A
C H
P L A
C E
M E
N T A
R E
A
AR
EA
A
AR
EA
G
AR
EA
B
AR
EA
C
AR
EA
D
AR
EA
E SEE SHEET G-003
(APPROX. 400' x 130')
CONTRACTORS WORK AREA
SEE SHEET G-003
AND FLOATING EQUIPMENT AREA
EMERGENCY TEMPORARY DREDGE
A P P R
O A C
H
C H
A N
N E L
E N T R
A N
C E
C H
A N
N E L
EAST J
ETT
YW
E
S T J
E T
T Y
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:37:58 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_G-002.dgn
D I
N D
E X T
O C
O N
T R
A C
T D
R A
W
IN
G S
G -0
.d g n
G-002
S
IT
E P
L A
N
G E
N E
R A
L N
O T
E S
NORTH
PLAN
0 2000'1000'A5
SITE PLAN
SCALE: 1" = 1000'
P A
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y A
N
C1
C-101
A5
C-101
L
IN
E A
R F
E E
T
B U
R Y D
IS
C H
A R
G E P
IP
E L
IN
E
L
IN
E A R F
E E T
B U R
Y D
IS
C H
A R
G E P
IP
E L
IN
E
BOOSTER PUMP
PIPELINE
DISCHARGE
GROUND LINE
PONTOON
STATION
FLOATING BOOSTER
STATION
CL
SOUTH JETTY
ANCHORAGE REQUIREMENTS
DISCHARGE PIPELINE DEPTH CLEARANCE AND
NOTE: SEE SPECIFICATION FOR SUBMERGED
DISCHARGE PIPELINE DEPTH CLEARANCE AND
ANCHORAGE REQUIREMENTS
ENTRANCE CHANNEL
CHANNEL ISLANDS
ENTRANCE CHANNEL
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
ACROSS CHANNEL
FROM THIS POINT
SUBMERGE PIPELINE
T O
M A
H A
W K D
R
IS
L A
N D V
IE
W A
V E
O C
E A
N D
R
SAW
TE
LL
E
AVE
VEN
IC
E R
D
S
IL
V E
R S
T R
A N
D B
E A
C H
P
IP
E
LIN
E
BLOCK WALL
CHAIN LINK
BLOCK WALL
CONCRETE
EXISTING
FENCE
CHAIN LINK
EXISTING
FENCE
CHAIN LINK
EXISTING
LO
S
AN
G
ELE
S
AVE
SAN
TA
M O
N
IC
A
AVE
C
AM
AR
IL
LO
A
VE
FENCE
CHAIN LINK
EXISTING
"L A
JE
N
ELL
E" A
C C
ES
S
ACCESS RAMP
CONSTRUCT BEACH
ACCESS RAMP
CONSTRUCT BEACH
T O A
C C
O M
O D
A T
E
P U
B L
IC
B
E A
C H A
C C
E S S
S U B
M E R
G E
OUTLET
STORM DRAIN
W E
S T J
E T
T Y
EAST J
ETT
Y
PIPELINE ROUTE
DISCHARGE
APPROXIMATE
HIGHLAND AVE
SANTA
RO
SA
AVE
ANACAPA
AVE
SAN
NI
CHO
LAS
AVE
O C
E A
N D
R
EQUIPMENT AREA
DREDGE AND FLOATING
EMERGENCY TEMPORARY
R O
O S E
V E L T B
L V
D
STATION
LIFEGUARD
S
IL
V E R S
T R
A N
D B
E A C
H
PELICAN WAY
S V
IC
T O
R
IA
A
V E
MOORING AREA
CONTRACTORS' DREDGE
(AS NEEDED)
STATION AREA
FLOATING BOOSTER
N O
R
TH
J
ETT
Y
SO
U
TH
J
ETT
Y
PIPELINE ROUTE
APPROX. DISCHARGE
(50' x 200')
STORAGE AREA
WORK AND
CONTRACTOR'S
TEMPORARY
(FENCE SUPPLIED BY CONTRACTOR)
CONTRACTOR'S TEMPORARY WORK AREA
MLLW
C H
A N
N E
L L
IM
IT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:04 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_C-101.dgn
P
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
D P
IP
E L
IN
E R
O U
T E
C O
N T
R A
C T
O R
S W
O R
K A
R E
A
C-101
C -1
.d g n
C1 A5
PORT HUENEME PIPELINE CROSSING
SCALE: 1"=200' SCALE: 1"=200'400'0 200' 400'0 200'
F1
FLOATING BOOSTER STATION AND DISCHARGE LINE
SCALE: NOT TO SCALE
G-002
C6
G-002
B7
NORTH
PLAN
NORTH
PLAN
CHANNEL ISLANDS CONTRACTOR'S STAGING AREAS
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
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
13+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
31+00
59+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
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
86+00
86+20
NORTH JETTY
SOUTH JETTY
D E
T A
C H
E D B
R E
A K
W A
T E
R
INNER BASIN
AREA "F"
M
ALIBU AVE
HIG
HLAND DR
SANTA ROSA AVE
ANACAPA AVE
M
ALIBU AVE
HIG
HLAND DR
SANTA ROSA AVE
ANACAPA AVE
SAN NICHOLAS AVE
USCG
HARBOR
DEPT
V
IC
T O
R
IA
A
V E
KIDDIE
BEACH
HOBIE
BEACH
APPROXIMATE LOCATION OF TOE OF STONE
APPROXIMATE LOCATION OF TOE OF STONE
REVETMENT
PELICAN W
AY
M
URRE W
AY
S V
IC
T O
R
IA
A
V E
C H
IC
O C
T
O C
E A
N D
R
H A
R B
O R B
L V
D
O C
E A
N D
R
O C
E A
N D
R
O C
E A
N D
R
LIFEGUARD
STATION
HOLLYWOOD BY THE SEA
SILVER STRAND
BEACH
A P
P R
O X
IM
A T
E L
O C
A T
IO
N O
F T
O E O
F S
T O
N E
A
B
C
D
E
F
G
H
I
J
K L
M
N
O
P
Q
R
S
T
U
V
W
CC
3.5" BRASS DISK
1081-A
3.5" BRASS DISK
CI-1-96 RESET
3.5" BRASS DISK
CI-1-92
3.5" BRASS DISK
CI-2-92
E
E
E
E
N 1 885 000
N 1 884 000
N 1 883 000
N 1 882 000
-35 -35
-35
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
GG HH
JJ
E
E
N 1 884 500
E
E
N 1 882 500
E
E
N 1 883 000
N 1 883 500
N 1 881 000 N 1 881 500
(SEE NOTE 3)
DIKE
SUBMERGED
SAND TRAP
AREA C
SAND TRAP
AREA D
SAND TRAP
AREA B
APPROACH
CHANNEL
AREA G
ENTRANCE CHANNEL
AREA A
ENTRANCE BASIN
AREA E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:25 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CA101.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
R
E D
G
IN
G P
L A
N
C H
A N
N E
L I S
L A
N D
S
CA101
C A .d g n
400'0 200'
DREDGE AREA
SURVEY MONUMENT
BEACH PLACEMENT AREA
ADVANCE MAINTENANCE (NO ALLOWABLE OVERDEPTH)
PROJECT DEPTH (2 FT ALLOWABLE OVERDEPTH APPLIES)
LEGEND
-35
NORTH
PLAN
A1
CHANNEL ISLANDS DREDGING PLAN
SCALE: 1" = 200'
DIKE DURING DREDGING OPERATIONS.
PROTECT IN PLACE AND MAINTAIN 10' BUFFER FROM EXISTING SUBMERGED 3.
HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS MLLW.2.
PIER OF USCG STATION. EL. 10.049 FT (MLLW).
BENCH MARK "1081-A, 1976" , A 3.5" BRASS DISK LOCATED ON THE SOUTH 1.
SHEET NOTES
F3
CA302
A2
CA302
A9
CA301
C2
CA302
C7
CA302
-20
-20
-20
C1
CA301
E6
CA301
A1
CA301
C6
CA301
A6
CA301
A7
CA302
E1
CA301
-35
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
S T
A . 5
.1
PI
STA. 66+02.18
PI
STA. 73+94.82
PI
STA. 74+17.99
-35.9'
-35.8'
-35.8'
-35.7' -35.3'
-35.2'
-35.2'
-35.1'
-35.0'
-34.9'
-34.8'
-34.7'
-34.6'
-34.6'
-34.6'
-34.5'
-34.5'
-34.5'
-34.4'
-34.4'
-34.4'
-34.3'
-34.3'
-34.3'
-34.2'
-34.2'
-34.2'
-34.2'
-34.2'
-34.1' -34.1'
-34.1'
-34.0'
-34.0'
-34.0'
-34.0'
-34.0'
-33.8'
-33.8'
-33.7'
-33.7'
-33.7'
-33.7'
-33.6'
-33.6'
-33.6'
-33.5'
-33.5'
-33.5'
-33.4'
-33.4'
-33.3'
-33.3'
-33.3'
-33.2'
-33.2'
-33.2'
-33.2'
-33.2'
-33.1'
-33.1'
-33.1'
-33.1'
-33.1'
-33.0' -33.0'
-33.0'
-33.0'
-33.0'
-32.9'
-32.9'
-32.9'
-32.9'
-32.7'
-32.7'
-32.7'
-32.6'
-32.6'
-32.6'
-32.6'
-32.6'
-32.5'
-32.5'
-32.5'
-32.4'
-32.3'
-32.3'
-32.3'
-32.3'
-32.3'
-32.2' -32.2'
-32.2'
-32.1'
-32.1'
-32.1'
-32.0'
-32.0'
-32.0'
-32.0'
-31.9'
-31.9'
-31.9'
-31.9'
-31.8'
-31.8' -31.8'
-31.7'
-31.7'
-31.7'
-31.7'
-31.6'
-31.6'
-31.6'
-31.6'
-31.6'
-31.5'
-31.5'
-31.4'
-31.3'
-31.3'
-31.3'
-31.2'
-31.2'
-31.2'
-31.2'
-31.1'
-31.0'
-31.0'
-31.0'
-31.0'
-30.9'
-30.9'
-30.9'
-30.8'
-30.8'
-30.8'
-30.8'
-30.7'
-30.7'
-30.7'
-30.7'
-30.6'
-30.6'
-30.6'
-30.6'
-30.6'
-30.6'
-30.6'
-30.5'
-30.5'
-30.5'
-30.5'
-30.5'
-30.5'
-30.5'
-30.5'
-30.4'
-30.4'
-30.4' -30.4'
-30.3'
-30.2'
-30.2'
-30.2'
-30.2'
-30.1'
-30.1'
-30.1'
-30.1'
-30.1'
-30.1'
-30.1'
-30.0'
-30.0'
-30.0'
-3
-30
-30
-30
-3
-3
-3
-30
-3
-30
-29.9'
-29.9'
-29.9'
-29.8'
-29.7'
-29.7'
-29.7'
-29.7'
-29.7'
-29.7'
-29.6'
-29.6'
-29.6'
-29.6'
-29.5'
-29.5'
-29.5'
-29.5'
-29.5'
-29.5'
-29.4'
-29.4'
-29.4'
-29.4'
-29.4'
-29.3'
-29.3'
-29.3'
-29.2'
-29.2'
-29.2'
-29.2'
-29.1'
-29.1'
-29.0'
-28.9'
-28.9'
-28.9'
-28.9'
-28.8'
-28.8'
-28.8'
-28.8'
-28.7'
-28.6'
-28.6'
-28.6'
-28.5'
-28.4'
-28.4'
-28.4'
-28.3'
-28.3'
-28.3'
-28.3'
-28.3'
-28.2'
-28.1'
-28.1'
-28.0'
-28.0'
-27.9'
-27.9'
-27.9'
-27.8'
-27.8'
-27.7'
-27.7'
-27.7'
-27.6'
-27.5'
-27.5'
-27.4'
-27.4'
-27.4'
-27.4'
-27.3'
-27.3'
-27.3' -27.3'
-27.3'
-27.2'
-27.2'
-27.1'
-27.1'
-27.1'
-27.1'
-27.1'
-27.0'
-27.0'
-27.0'
-27.0'
-26.9'
-26.8'
-26.7'
-26.7'
-26.7'
-26.7'
-26.6'
-26.4'
-26.4'
-26.4'
-26.4' -26.4'
-26.3'
-26.2'
-26.2'
-26.2'
-26.1'
-26.1'
-26.1'
-26.1'
-26.1'
-26.0'
-26.0'
-25.9'
-25.9'
-25.9'
-25.8'
-25.7'
-25.7'
-25.7'
-25.6'
-25.6'
-25.6'
-25.5'
-25.5'
-25.5'
-25.4'
-25.4'
-25.3'
-25.3'
-25.3'
-25.3'
-25.3'
-25.3'
-25.2'
-25.2'
-25.2'
-25.1'
-25.0'
-2
-2
-25
-2
-25
-2
-2
-25
-25.0'
-24.8'
-24.8'
-24.6'
-24.6'
-24.6'
-24.6'
-24.5'
-24.5'
-24.4'
-24.4'
-24.4'
-24.4'
-24.3'
-24.3'
-24.3'
-24.2'
-24.2'
-24.2'
-24.2'
-24.2'
-24.1'
-24.1'
-24.0'
-24.0'
-23.9'
-23.9'
-23.8'
-23.7'
-23.6'
-23.6'
-23.5'
-23.5'
-23.5'
-23.5'
-23.4'
-23.4'
-23.4'
-23.4'
-23.3'
-23.3'
-23.2'
-23.1'
-23.1'
-23.1'
-23.1'
-23.1'
-23.1'
-23.1'
-23.0'
-23.0'
-23.0'
-23.0'
-23.0'
-22.9'
-22.9'
-22.9'
-22.9'
-22.9'
-22.8'
-22.8'
-22.8'
-22.8'
-22.7'
-22.7'-22.7'
-22.6'
-22.6'
-22.6'
-22.6'
-22.6'
-22.6'
-22.5'
-22.5'
-22.5'
-22.5'
-22.5'
-22.5'
-22.5'
-22.5'
-22.5'
-22.4'
-22.4'
-22.4'
-22.4'
-22.4'
-22.4'
-22.4'
-22.4'
-22.4'
-22.3'
-22.3'
-22.3'
-22.3'
-22.3'
-22.3'
-22.3'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.2'
-22.1'
-22.1'
-22.1'
-22.1' -22.1'
-22.1'
-22.1'
-22.1'
-22.1'
-22.1'
-22.1'
-22.0'
-22.0'
-22.0'
-22.0'
-21.9'
-21.9'
-21.9'
-21.9'
-21.9'
-21.9'
-21.9'
-21.9'
-21.9'
-21.8'
-21.8'
-21.8'
-21.8'
-21.8'
-21.8'
-21.8' -21.8'
-21.8'
-21.8'
-21.8'
-21.8'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.7'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.6'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.5'
-21.4'
-21.4' -21.4'
-21.4'
-21.4'
-21.4'
-21.4'
-21.4'
-21.4' -21.4'
-21.4'
-21.3'
-21.3'
-21.3'
-21.3'
-21.3'
-21.3'
-21.3'
-21.2'
-21.2'
-21.2'
-21.2'
-21.2'
-21.2'
-21.2'
-21.1'
-21.1'
-21.1'
-21.1'
-21.1'
-21.1'
-21.1'
-21.1'
-21.1'
-21.0'
-21.0'
-21.0'
-21.0'
-21.0'
-21.0'
-21.0'
-20.9'
-20.9'
-20.9' -20.9'
-20.9'
-20.9'
-20.9'
-20.9'
-20.9'
-20.9'
-20.9'
-20.8'
-20.8'
-20.8'
-20.8'
-20.8'
-20.8'
-20.8'
-20.8'
-20.7'
-20.7'
-20.7'
-20.7'
-20.7'
-20.7'
-20.7' -20.7'
-20.7' -20.7'
-20.7'
-20.6'
-20.6'
-20.6'
-20.6'
-20.6'
-20.5' -20.5'
-20.5'
-20.5'
-20.5'
-20.5'
-20.5'
-20.4'
-20.4'
-20.4'
-20.3'
-20.3'
-20.3'
-20.3'
-20.3'
-20.2'
-20.2' -20.2'
-20.2'
-20.2'
-20.1'
-20.1'
-20.1'
-20.1'
-20.1'
-20.1'
-20.0'
-20.0'
-20.0'
-20.0'
-20.0'
-2
-20-2
-20
-2
-2
-20
-2
-2
-2
-20
-2
-20
-2
-2
-2
-20.0'
-19.9'
-19.9'
-19.9'
-19.9'
-19.9'
-19.9'
-19.9'
-19.8'
-19.8'
-19.8'
-19.7'
-19.7'
-19.7'
-19.7'
-19.6'
-19.6'
-19.6'
-19.6'
-19.6'
-19.5'
-19.4' -19.3' -19.3'
-19.3'
-19.2'
-19.2'
-19.2'
-19.2'
-19.2'
-19.1'
-19.1'
-19.0'
-19.0'
-19.0'
-18.9'
-18.9'
-18.9'
-18.8'
-18.8'
-18.7'
-18.6'
-18.6'
-18.6'
-18.6'
-18.6'
-18.5'
-18.5'
-18.4'
-18.4'
-18.3'
-18.2'
-18.2'
-18.1'
-18.1'
-18.1'
-18.0'
-18.0'
-18.0'
-18.0'
-17.9'
-17.9'
-17.9'
-17.8'
-17.8'
-17.8'
-17.7'
-17.7'
-17.6'
-17.6'
-17.6'
-17.6'
-17.6'
-17.5'
-17.5'
-17.4'
-17.3'
-17.3'
-17.3'
-17.2'
-17.2'
-17.2'
-17.2'
-17.1'
-16.9'
-16.9'
-16.9'
-16.9'
-16.9'
-16.8'
-16.8'
-16.8'
-16.8'
-16.7'
-16.7'
-16.6'
-16.6'
-16.6'
-16.5'
-16.5'
-16.5'
-16.5'
-16.4'
-16.4'
-16.4'
-16.4'
-16.4'
-16.4'
-16.3'
-16.3'
-16.3'
-16.2'
-16.2'
-16.2'
-16.2'
-16.1'
-16.1'
-16.0'
-16.0'
-16.0'
-16.0'
-15.9'
-15.9'
-15.9'
-15.8'
-15.7'
-15.7'
-15.6'
-15.6'
-15.5'
-15.4'
-15.4'
-15.4'
-15.3'
-15.2'
-15.2'
-15.2'
-15.2'
-15.2'
-15.1'
-15.1'
-15.1'
-1
-1
-1
-1
-15
-1
-15
-1
-15
-15
-1
-1
-15.0'
-14.9'
-14.9'
-14.9'
-14.9'
-14.8'
-14.8'
-14.8'
-14.7'
-14.7'
-14.7'
-14.6'
-14.5'
-14.5'
-14.5'
-14.4'
-14.4'
-14.4'
-14.4'
-14.2'
-14.2'
-14.2'
-13.9'
-13.9'
-13.8'
-13.8'
-13.8'
-13.8'
-13.8'
-13.8'
-13.8'
-13.8'
-13.7'
-13.7'
-13.7'
-13.7'
-13.6'
-13.6'
-13.4'
-13.4'
-13.3'
-13.3'
-13.3'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.1'
-13.1'
-13.1'
-13.1'
-13.0'
-13.0'
-13.0'
-13.0'
-12.9'
-12.9'
-12.9'
-12.9'
-12.8'
-12.8'
-12.7'
-12.6'
-12.6'
-12.5'
-12.5'
-12.5'
-12.4'
-12.4'
-12.4' -12.3'
-12.3'
-12.3'
-12.3'
-12.3'
-12.3'
-12.3'
-12.2'
-12.2'
-12.2'
-12.2'
-12.2'
-12.2'
-12.2'
-12.2'
-12.1'
-12.1'
-12.1'
-12.1'
-12.0'
-12.0'-12.0'
-12.0'
-12.0'
-12.0'
-12.0'
-12.0'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9' -11.9'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.8'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6'
-11.6' -11.6'
-11.6'
-11.6'
-11.6'
-11.5'
-11.5' -11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5' -11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.5'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.4'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.3'
-11.2'
-11.2'
-11.2'
-11.2'
-11.2'
-11.2'
-11.2'
-11.2'
-11.1'
-11.1'
-11.1'
-11.1'
-11.1'
-11.1'
-11.0'
-11.0'
-11.0'
-10.8'
-10.8'
-10.8'
-10.8'
-10.8'
-10.8'
-10.7'
-10.7'
-10.6'
-10.6'
-10.6'
-10.6'
-10.6'
-10.4'
-10.4'
-10.4'
-10.2'
-10.2'
-10.1'
-10.0'
-10
-1
-10
-1
-1
-1
-10.0'
-9.9'
-9.9'
-9.9'
-9.8'
-9.8'
-9.6'
-9.6'
-9.5'
-9.5'
-9.4'
-9.4'
-9.3'
-9.3'
-9.3'
-9.3'
-9.2' -9.2'
-9.0'
-9.0'
-8.9'
-8.9'
-8.9'
-8.9'
-8.8'
-8.7'
-8.6'
-8.5'
-8.4'
-8.4'
-8.2'
-8.2'
-8.1'
-8.1'
-8.0'
-8.0'
-8.0'
-7.9'
-7.8'
-7.5'
-7.4'
-7.4'
-7.4'
-7.2'
-7.2'
-7.1'
-7.1'
-7.1'
-7.0'
-6.8'
-6.5'
-6.4'
-6.1'
-5.7'
-5.6'
-5.6'
-5.4'
-5.2'
-5.0'
-5
-5
-5
-4.9'
-4.9'
-4.7'
-4.4'
-4.2'
-4.2'
-4.2'
-4.1'
-4.1'
-3.8'
-3.8'
-3.6'
-3.5'
-3.0'
-3.0'
-2.9'
-2.9'
-2.9'
-2.8'
-2.7'
-2.7'
-2.6'
-2.5'
-2.5'
-2.5'
-2.2'
-2.1'
-2.0'
-1.9'
-1.9'
-1.8'
-1.8'
-1.8'
-1.6'
-1.5'
-1.4'
-1.4'
-1.3'
-1.2'
-1.2'
-1.2'
-1.1'
-1.1'
-1.0'
-1.0'
-0.9'
-0.7'
-0.7'
-0.7'
-0.5'
-0.5'
-0.4'
-0.4'
-0.3'
-0.3'
-0.2'
0.4'
0.5'
0.6'
0.9'
0.9'
1.4'
1.5'
1.6'
1.9'
2.1'
2.2'
2.5'
2.5'
3.0'
3.7' 3.9'
4.0'
4.0'
4.4'
4.5'
5.0'
5.1'
5.3'
5.4'
5.5'
5.9'
6.1'
6.1'
6.2'
6.2'
6.9'
7.1'
7.1'
7.1'
7.1'
7.3'
7.4'
7.4'
7.5'
7.5'
7.6'
7.6'
7.6'
7.7'
7.8'
7.8'
7.8'
7.8'
7.9'
7.9'
7.9'
7.9'
8.0'
8.0'
8.0'
8.0'
8.0' 8.0'
8.1'
8.1'
8.1'
8.2'
8.2'
8.2'
8.2'
8.2'
8.3'
8.3'
8.3'
8.3'
8.4'
8.4'
8.4'
8.4'
8.4'
8.4'
8.4'
8.4'
8.5'
8.5'
8.5'
8.5'
8.6'
8.6'
8.6'
8.6'
8.6'
8.7'
8.7'
8.7'
8.7'
8.7'
8.7' 8.7'
8.8'
8.8'
8.8'
8.8'
8.8'
8.9'
8.9'
8.9'
8.9'
8.9'
8.9'
8.9'
8.9'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.1'
9.1'
9.1'
9.2'
9.2'
9.2'
9.2'
9.2' 9.2'
9.3'
9.3'
9.3'
9.3'
9.4'
9.4'
9.4'
9.4'
9.5'
9.5'
9.5'
9.5'
9.5'
9.5'
9.5'
9.5'
9.5'
9.6'
9.6'
9.6'
9.7'
9.7'
9.7'
9.7'
9.7'
9.8'
9.8'
9.8'
9.8'
9.8'
9.9'
9.9'
9.9' 9.9'
10.0'
10.0'
10.0'
10.0'
10.0'
10.1'
10.1'
10.2'
10.3'
10.3' 10.3'
10.3'
10.4'
10.4'
10.4'
10.4'
10.4'
10.5'10.5'
10.5'
10.6'
10.7'
10.7'
10.7' 10.8'
10.8'
10.8'
10.8'
10.9'
10.9'
10.9'
10.9'
10.9'
11.0'
11.0'
11.0'
11.0'
11.0'
11.0'
11.1'
11.2'
11.2' 11.2'
11.3'
11.3'
11.3'
11.5'
11.6'
11.6'
11.6'
11.6'
11.7'
11.8'
11.8'
11.9'
11.9'
12.0'
12.0'
12.0'
12.0'
12.1'
12.2'
12.2'
12.2'
12.2'
12.2'
12.4'
12.4'
12.4'
12.4'
12.5'
12.7'
12.7'
12.7'
12.7'
12.8'
12.8'
12.8'
12.9'
13.0'
13.2'
13.2'
13.2'
13.3'
13.6'
13.6'
13.7'
13.7'
13.8'
13.9'
13.9'
14.0'
14.2'
14.4'
14.4'
14.8'
15.1'
15.1'
15.1'
15.3'
15.5'
15.5'
15.6'
15.9'
16.0'
16.5'
16.7'
17.1'
18.7'
18.8'
18.8'
19.5'
19.8'
E
E
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:31 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CA102.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
C
N D
IT
IO
N S
U R
V E
Y
C H
A N
N E
L I S
L A
N D
S
CA102
C A .d g n
400'0 200'
NORTH
PLAN
A1
SCALE: 1" = 200'
3. ALL STRUCTURES SHOWN ARE APPROXIMATE.
NON-WATER ELEVATONS, THEY ARE TO THE NEAREST 0.1 FT.
2. SOUNDINGS ARE SHOWN TO THE NEAREST 0.1 FT AND IF THERE ARE ANY
CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY - 27 SEPTEMBER, 2017.
1. SOUNDINGS AND ELEVATIONS, IN US SURVEY FEET, INDICATE THE GENERAL
SHEET NOTES
CHANNEL ISLANDS HARBOR CONDITION SURVEY SEPTEMBER 2017
3H:1V TYPICAL
SIDE SLOPES
PRISM
DREDGE
OVERDEPTH
2' 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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
CL
L
IN
E
D -C
L
IN
E
E -F
DETACHED
BREAKWATER
-10
-20
-30
-40
E L E
V A
T
IO
N F
T
0 100 200 300 400 500 600 700 800 900 1000 1100-100
-10
-20
-30
-40
AREA "B"
L
IN
E
D -C
L
IN
E
E -F
CL
DETACHED
BREAKWATER
-10
-20
-30
-40
E L E
V A
T
IO
N F
T
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500-100
-10
-20
-30
-40
CL
AREA "C"
AREA "D"
L
IN
E
B -C
L
IN
E
A -I
DETACHED
BREAKWATER
-10
-20
-30
-40
E L E
V A
T
IO
N F
T
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800-100
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N F
T
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N F
T
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
L
IN
E
G -J
L
IN
E F -K
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300-100-200-300
-10
-20
-30
L
IN
E J -T
L
IN
E
K -L
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300350-100-200-300-400
-10
-20
-30
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:36 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CA301.dgn
U L U
N D
E R
W O
O D
C -1
CA301
C A .d g n
C1
E1 E6
A9
SCALE: 1"=200' HORIZ., 1"=20' VERT.
SCALE: 1"=200' HORIZ., 1"=20' VERT.
SCALE: 1"=200' HORIZ., 1"=20' VERT.
SCALE: 1"=200' HORIZ., 1"=20' VERT.
C6
SCALE: 1"=200' HORIZ., 1"=20' VERT.
A6
SCALE: 1"=200' HORIZ., 1"=20' VERT.
400'0 200'
400'0 200'
400'0 200'
400'0 200'
400'0 200'
400'0 200'
20' 40'0
20' 40'0
20' 40'0
20' 40'0
20' 40'0
20' 40'0
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y A
N
C H
A N
N E
L I S
L A
N D
S
C R
O S
S S
E C
T
IO
N S
CA101
E1
CA101
C1
CA101
A1
CA101
B1
CA101
D4
CA101
C5
CA101
C1
400'0 200'
20' 40'0
ENTRANCE CHANNEL
A1
SCALE: 1"=200' HORIZ., 1"=20' VERT.
STA. 29+00
APPROACH CHANNEL
AREA A STA. 46+00
AREA E STA. 56+30
STA. 26+00
APPROACH CHANNEL
SAND TRAP AREA C AND D STA. 14+00
SAND TRAP AREA B STA. 2+50
SAND TRAP AREA B STA. 0+00
DREDGE PRISM
USACE SURVEY OF APRIL 2018
USACE SURVEY OF SEPTEMBER 2017
LEGEND
HOBIE/KIDDIE BEACH GROIN
APPROXIMATE CL OF
E=6,191,761
N=1,882,478
E=6,191,777
N=1,883,341
BASED ON AUG 1959 CONSTRUCTION DRAWING
ELEVATION ALONG CL OF SUBMERGED DIKE
EXISTING DIKE.
PROTECT IN PLACE
BASED ON USACE SURVEY OF APRIL 2018
PROFILE ALONG CL OF SUBMERGED DIKE
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
-4
-8
-12
-16
-20
-4
-8
-12
-16
-20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60
CL
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300 400-100-200-300-400
-10
-20
-30
EXISTING DIKE.
PROTECT IN PLACE
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300-100-200-300
-10
-20
-30
DAMAGED OR SUNKEN CREST.
IN 1962. HATCHED REGION ILLUSTRATES
SUBMERGED DIKE AS CONSTRUCTED
EXISTING DIKE.
PROTECT IN PLACE
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300 400-100-200-300-400
-10
-20
-30
EXISTING DIKE.
PROTECT IN PLACE
2' ALLOWABLE OVERDEPTH
DREDGE PRISM
-10
-20
-30
E L E
V A
T
IO
N F
T
0 100 200 300 350-100-200-300-400
-10
-20
-30
3H:1V TYP.
SIDE SLOPES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:39 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CA302.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
O S
S S
E C
T
IO
N S A
N D S
U B
M E
R G
E D D
IK
E P
R O
F
IL
E
C H
A N
N E
L I S
L A
N D
S
CA302
C A .d g n
F3
SCALE: 1"=50' HORIZ., 1"=10' VERT.
C2
A2
C7
A7
SCALE: 1"=100' HORIZ., 1"=10' VERT.
SCALE: 1"=100' HORIZ., 1"=10' VERT.SCALE: 1"=100' HORIZ., 1"=10' VERT.
SCALE: 1"=100' HORIZ., 1"=10' VERT.
PROFILE OF SUBMERGED DIKE AT HOBIE AND KIDDIE BEACH
X-###
X#
CA101
C6
50' 100'0
10' 20'0
100' 200'0
100' 200'0100' 200'0
100' 200'0
10' 20'0
10' 20'0 10' 20'0
10' 20'0
ENTRANCE BASIN AREA "E" STA. 62+50
ENTRANCE BASIN AREA "E" STA. 59+20
ENTRANCE BASIN AREA "E" STA. 70+80
ENTRANCE BASIN AREA "E" STA. 65+00
CA101
D6
CA101
D5
CA101
D5
CA101
E6
DREDGE PRISM
USACE SURVEY OF APRIL 2018
USACE SURVEY OF SEPTEMBER 2017
LEGEND
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
N 1,879,000
N 1,878,000
N 1,881,000
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1 ,0
N 1,876,000
N 1,877,000
G
FCB
A
H
D
E
L
J K
N
M
R O
O S E
V E L T B
L V
D
O C E
A N D
R
WEST JETTY
PLEASANT VALLEY ROAD
PH-4 3 1/2" BD
PH-5 3 1/2" BD
VE-6 3 1/2" BD
PH-7 3 1/2" BD
ACROSS THE CHANNEL
FROM THIS POINT
SUBMERGE PIPELINE
A C
R O S S T
H E C
H A
N N E L
F R
O M T
H
IS
P
O
IN
T
S U
B M
E R
G E P
IP
E L
IN
E
SURFACE CRAFT BERTH
LS
T
RAM
P
W H
A R
F "B
W H
A R F "A
W H
A R
F
C
OXNARD HARBOR DISTRICT
EXISTING HUENEME BEACH
S
IL
V E
R S
T R
A N
D B
E A
C H
HUENEME BEACH
PLACEMENT AREA
(SEE NOTE 1)
ANGLE POINT
EAST JETTY
BERTH 1 BERTH 2 BERTH 3
BERTH 4 BERTH 5
E N T R
A N
C E C
H A
N N E L
A P P R
O A C
H C
H A
N N E L
TURNING
BASIN
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
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
13+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
31+00
P O
M O
N A S
T
M A
R K
E T S
T
S V
E N
T U
R A R
D
PORT HUENEME RD
EAST
JE
TT
Y
W E
S T J
E T
T Y
AREA #1
NO DREDGE
AREA #2
NO DREDGE
ND1
ND2
ND3 SURFSIDE DR
P1
P2 P3
P4
CC
EE
OHD WHARF 1
OHD WHARF 2
WHARF 5
W H
A R
F
W H
A R
F
OUTLET
STORM DRAIN
PH-2 3 1/2" BD
LS-5490 3 1/2" BD
ROAD
ACCESS
REVETMENT (SEE NOTE 2)
OXNARD HARBOR DISTRICT
DISTRICT REVETMENT
OXNARD HARBORSTORAGE AREA
CONTRACTOR'S
ND-6
ND-4
ND-5
SANTA
M
O
NI
CA
AVE
SANTA
PAULA
AVE
SIDEWALK
SIDEWALK
SIDEW
ALK
OUTLET
STORM DRAIN
PIPELINE ROUTE
APPROX. DISCHARGE
O
XNARD
AVE
A P P R
O X
IM
A T E L
O C
A T
IO
N
O F S
IL
V E R S
T R
A N
D
P L A C E
M E
N T A
R E
A
PORT HUENEME PIER
SAN
FE
RNANDO
A
VE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:43 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CJ101.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
E D
G
IN
G P
L A
N
P O
R T H
U E
N E
M E
CJ101
C J .d g n
A1 600'0 300'
PORT HUENEME DREDGE PLAN
SCALE: 1"=300'
DREDGE AREA
STORM DRAIN OUTLET
SURVEY MONUMENT
BEACH PLACEMENT AREA
PROJECT DEPTH
LEGEND
NORTH
PLAN
SHEET NOTES
3.HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS MLLW.
A CONCRETE PILLAR. ELEV. 12.047 FEET (MLLW)
THE WHARF. THIS STATION IS A 3 1/2" BRASS DISC SET IN
HOIST STRUCTURE ADJACENT TO THE LOADING AREA ON
2) BENCH MARK VE-6 IS AT THE SW END OF THE BOAT
SHALL NOT EXTEND SEAWARD OF THE EAST JETTY ANGLE POINT
1) HUENEME BEACH PLACEMENT ADJACENT TO THE REVETMENT
-35
-36
-40
-36
A6
CJ301
A3
CJ302
C3
CJ302
E3
CJ302
A1
CJ301
D6
CJ301
D1
CJ301
-35
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
R O
O S E
V E L T B
L V
D
O C E
A N D
R
O C E A N V
IE
W D
R
-1 .0
-1 .4
-1 .5
-1 .5
-1 .4
-1 .9
-1 .7
-1 .8
-1 .6
-1 .3
-1 .4
-9 4.
4'
-9 3.
8'
-9 3.
5'
-8 6.
9'
-8 4.
9'
-8 1.
9'
-8 0.
4'
-7 7.
1'
-7 7.
0'
-7 3.
3'
-7 2.
9'
-7 2.
8'
-6 7.
7'
-6 6.
1'
-6 5.
8'
-6 5.
2'
-6 5.
1'
-65 -6 4.
1'
-6 2.
4'
-6 1.
7'
-6 1.
1'
-6 1.
1'
-6
-6 0 -6
0.
0'
-5 9.
7'
-5 9.
4'
-5 9.
1'
-5 8.
5'
-5 8.
3'
-5 8.
1'
-5 6.
3'
-5 6.
3'
-5 6.
2'
-5 6.
1'
-5 5.
6'
-5 5.
3'
-5
-5
-5 4.
9'
-5 4.
5'
-5 4.
5'
-5 4.
2'
-5 4.
2'
-5 4.
0'
-5 4.
0'
-5 3.
6'
-5 3.
6'
-5 3.
6'
-5 3.
6'
-5 3.
5'
-5 3.
1'
-5 2.
9'
-5 2.
9'
-5 2.
9'
-5 2.
8'
-5 2.
7'
-5 2.
7'
-5 2.
6'
-5 2.
4'
-5 2.
3'
-5 2.
1'
-5 2.
0'
-5 2.
0'
-5 1.
9'
-5 1.
9'
-5 1.
9'
-5 1.
8'
-5 1.
8'
-5 1.
8'
-5 1.
7'
-5 1.
7'
-5 1.
7'
-5 1.
7'
-5 1.
6'
-5 1.
5'
-5 1.
5'
-5 1.
4'
-5 1.
4'
-5 1.
4'
-5 1.
4'
-5 1.
3'
-5 1.
3'
-5 1.
2'
-5 1.
1'
-5 1.
1'
-5 1.
1'
-5 1.
0'
-5 0.
8'
-5 0.
8'
-5 0.
7'
-5 0.
5'
-5 0.
5'
-5 0.
3'
-5 0.
3'
-5 0.
2'
-5 0.
2'
-5 0.
2'
-5 0.
1'
-5 0.
1'
-5 0.
1'
-5 0.
1'
-50
-5
-50
-5
-5
-4 9.
9'
-4 9.
7'
-4 9.
6'
-4 9.
5'
-4 9.
4'
-4 9.
3'
-4 9.
2'
-4 9.
2'
-4 9.
1'
-4 9.
1'
-4 8.
9'
-4 8.
9'
-4 8.
9'
-4 8.
7'
-4 8.
7'
-4 8.
7'
-4 8.
6'
-4 8.
6'
-4 8.
5'
-4 8.
5'
-4 8.
3'
-4 8.
3'
-4 8.
3'
-4 8.
2'
-4 8.
2'
-4 8.
1'
-4 8.
0'
-4 8.
0'
-4 8.
0'
-4 8.
0'
-4 7.
9'
-4 7.
8'
-4 7.
7'
-4 7.
5'
-4 7.
3'
-4 7.
2'
-4 7.
1'
-4 7.
1'
-4 7.
0'
-4 7.
0'
-4 7.
0'
-4 6.
9'
-4 6.
9'
-4 6.
7'
-4 6.
6'
-4 6.
6'
-4 6.
6'
-4 6.
6'
-4 6.
5'
-4 6.
5'
-4 6.
4'
-4 6.
3'
-4 6.
3'
-4 6.
2'
-4 6.
2'
-4 6.
1'
-4 6.
1'
-4 6.
1'
-4 5.
9'
-4 5.
8'
-4 5.
8'
-4 5.
7'
-4 5.
7'
-4 5.
6'
-4 5.
6'
-4 5.
6'
-4 5.
5'
-4 5.
5'
-4 5.
4'
-4 5.
3'
-4 5.
3'
-4 5.
3'
-4 5.
3'
-4 5.
3'
-4 5.
2'
-4 5.
2'
-4 5.
1'
-45
-45
-4
-4
-4
-4
-4
-4
-4 5.
0'
-4 4.
9'
-4 4.
9'
-4 4.
9'
-4 4.
9'
-4 4.
9'
-4 4.
8'
-4 4.
8'
-4 4.
8'
-4 4.
8'
-4 4.
6'
-4 4.
5' -4 4.
4'
-4 4.
2'
-4 4.
2'
-4 4.
2'
-4 4.
2'
-4 4.
1'
-4 4.
1'
-4 4.
0'
-4 4.
0'
-4 4.
0'
-4 4.
0'
-4 3.
9'
-4 3.
8'
-4 3.
8'
-4 3.
7'
-4 3.
7'
-4 3.
7'
-4 3.
7'
-4 3.
7'
-4 3.
7'
-4 3.
6'
-4 3.
6'
-4 3.
6'
-4 3.
6'
-4 3.
6'
-4 3.
6'
-4 3.
5'
-4 3.
5'
-4 3.
5'
-4 3.
5'
-4 3.
4'
-4 3.
4' -4 3.
4'
-4 3.
3'
-4 3.
3'
-4 3.
3'
-4 3.
3'
-4 3.
3'
-4 3.
3'
-4 3.
2'
-4 3.
2'
-4 3.
2'
-4 3.
2'
-4 3.
2'
-4 3.
2'
-4 3.
2'
-4 3.
1'
-4 3.
1'
-4 3.
1'
-4 3.
0'
-4 3.
0'
-4 3.
0'
-4 3.
0'
-4 2.
9'
-4 2.
9'
-4 2.
9'
-4 2.
9'
-4 2.
9'
-4 2.
8'
-4 2.
8'
-4 2.
8'
-4 2.
8'
-4 2.
8'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
7'
-4 2.
6'
-4 2.
6'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
5'
-4 2.
4'
-4 2.
4'
-4 2.
4'
-4 2.
4'
-4 2.
3'
-4 2.
3'
-4 2.
3'
-4 2.
3'
-4 2.
3'
-4 2.
2'
-4 2.
2'
-4 2.
2'
-4 2.
2'
-4 2.
1'
-4 2.
1'
-4 2.
1'
-4 2.
1'
-4 2.
1'
-4 2.
1'
-4 2.
1'
-4 2.
0'
-4 2.
0'
-4 2.
0'
-4 2.
0'
-4 1.
9'
-4 1.
9'
-4 1.
9'
-4 1.
9'
-4 1.
9'
-4 1.
9'
-4 1.
8'
-4 1.
8'
-4 1.
7'
-4 1.
7'
-4 1.
7'
-4 1.
7'
-4 1.
7'
-4 1.
6'
-4 1.
6'
-4 1.
6'
-4 1.
6'
-4 1.
5'
-4 1.
5'
-4 1.
5'
-4 1.
5'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
4'
-4 1.
2'
-4 1.
2'
-4 1.
2'
-4 1.
2'
-4 1.
2'
-4 1.
2'
-4 1.
1'
-4 1.
1'
-4 1.
1'
-4 1.
0'
-4 1.
0'
-4 1.
0'
-4 1.
0'
-4 1.
0'
-4 1.
0'
-4 0.
9'
-4 0.
9'
-4 0.
9'
-4 0.
9'
-4 0.
8'
-4 0.
8'
-4 0.
8'
-4 0.
7'
-4 0.
7'
-4 0.
7'
-4 0.
7'
-4 0.
6'
-4 0.
6'
-4 0.
6'
-4 0.
6'
-4 0.
6'
-4 0.
5'
-4 0.
5'
-4 0.
5'
-4 0.
5'
-4 0.
4'
-4 0.
4'
-4 0.
4'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
3'
-4 0.
2'
-4 0.
2'
-4 0.
2'
-4 0.
2'
-4 0.
2'
-4 0.
2'
-4 0.
2'
-4 0.
1'
-4 0.
1'
-4 0.
1'
-4 0.
1'
-4 0.
1'
-4 0.
1'
-4 0.
0'
-4 0.
0'
-4 0.
0'
-4 0.
0'
-4 0.
0'
-4 0.
0'
-4
-4
-4
-4
-4
-40
-4
-4
-4 0-40
-40
-4
-4
-4
-4
-4
-4
-4
-4
-4
-40
-4 0.
0'
-4 0.
0'
-3 9.
9'
-3 9.
9'
-3 9.
9'
-3 9.
9'
-3 9.
9'
-3 9.
9'
-3 9.
8'
-3 9.
8'
-3 9.
8'
-3 9.
8'
-3 9.
8'
-3 9.
8'
-3 9.
7'
-3 9.
7'
-3 9.
7'
-3 9.
7'
-3 9.
7'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
6'
-3 9.
5'
-3 9.
5'
-3 9.
5'
-3 9.
5'
-3 9.
5'
-3 9.
4'
-3 9.
4'
-3 9.
4'
-3 9.
4'
-3 9.
4'
-3 9.
4'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
3'
-3 9.
2'
-3 9.
2'
-3 9.
2'
-3 9.
2'
-3 9.
2'
-3 9.
2'
-3 9.
1'
-3 9.
1'
-3 9.
1'
-3 9.
1'
-3 9.
0'
-3 9.
0'
-3 9.
0'
-3 9.
0'
-3 9.
0'
-3 8.
9'
-3 8.
9'
-3 8.
9'
-3 8.
9'
-3 8.
9'
-3 8.
8'
-3 8.
8'
-3 8.
8'
-3 8.
8'
-3 8.
8'
-3 8.
8'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
7'
-3 8.
6'
-3 8.
6'
-3 8.
6'
-3 8.
6'
-3 8.
6'
-3 8.
6'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
5'
-3 8.
4'
-3 8.
4'
-3 8.
3'
-3 8.
3'
-3 8.
3'
-3 8.
3'
-3 8.
3'
-3 8.
3'
-3 8.
3'
-3 8.
2'
-3 8.
2'
-3 8.
2'
-3 8.
2'
-3 8.
2'
-3 8.
2'
-3 8.
2'
-3 8.
1'
-3 8.
1'
-3 8.
1'
-3 8.
0'
-3 8.
0'
-3 8.
0'
-3 8.
0'
-3 8.
0'
-3 8.
0'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
9'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
8'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
7'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
6'
-3 7.
5'
-3 7.
5'
-3 7.
5'
-3 7.
5'
-3 7.
5'
-3 7.
5'
-3 7.
5'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
4'
-3 7.
3'
-3 7.
3'
-3 7.
3'
-3 7.
3'
-3 7.
3'
-3 7.
3'
-3 7.
3'
-3 7.
2'
-3 7.
2'
-3 7.
2'
-3 7.
2'
-3 7.
2'
-3 7.
2'
-3 7.
1'
-3 7.
1'
-3 7.
1'
-3 7.
1'
-3 7.
1'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 7.
0'
-3 6.
9'
-3 6.
9'
-3 6.
9'
-3 6.
9'
-3 6.
9'
-3 6.
9'
-3 6.
9'
-3 6.
8'
-3 6.
8'
-3 6.
8'
-3 6.
8'
-3 6.
8'
-3 6.
8'
-3 6.
7'
-3 6.
7'
-3 6.
7'
-3 6.
7'
-3 6.
7'
-3 6.
7'
-3 6.
7'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
6'
-3 6.
5'
-3 6.
5'
-3 6.
5'
-3 6.
5'
-3 6.
5'
-3 6.
5'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
4'
-3 6.
3'
-3 6.
3'
-3 6.
3'
-3 6.
3'
-3 6.
3'
-3 6.
3'
-3 6.
2'
-3 6.
2'
-3 6.
2'
-3 6.
2'
-3 6.
2'
-3 6.
1'
-3 6.
1'
-3 6.
1'
-3 6.
1'
-3 6.
1'
-3 6.
0'
-3 6.
0'
-3 6.
0'
-3 6.
0'
-3 6.
0'
-3 5.
9'
-3 5.
9'
-3 5.
9'
-3 5.
9'
-3 5.
9'
-3 5.
9'
-3 5.
8'
-3 5.
8'
-3 5.
8'
-3 5.
8'
-3 5.
8'
-3 5.
7'
-3 5.
7'
-3 5.
7'
-3 5.
7'
-3 5.
7'
-3 5.
7'
-3 5.
6'
-3 5.
6'
-3 5.
6'
-3 5.
5'
-3 5.
5'
-3 5.
5'
-3 5.
5'
-3 5.
5'
-3 5.
5'
-3 5.
4'
-3 5.
4'
-3 5.
4'
-3 5.
4'
-3 5.
4'
-3 5.
4'
-3 5.
3'
-3 5.
2'
-3 5.
2'
-3 5.
1'
-3 5.
1'
-3 5.
1'
-3 5.
1'
-3 5.
1'
-3 5.
1'
-3 5.
0'
-3 5.
0'
-3
-3
-3
-3
-3
-3
-35
-3
-3
-3
-3
-3 5.
0'
-3 4.
9'
-3 4.
9'
-3 4.
9'
-3 4.
9'
-3 4.
8'
-3 4.
8'
-3 4.
7'
-3 4.
7'
-3 4.
6'
-3 4.
6'
-3 4.
6'
-3 4.
5'
-3 4.
5'
-3 4.
5'
-3 4.
5'
-3 4.
4'
-3 4.
4'
-3 4.
4'
-3 4.
4'
-3 4.
3'
-3 4.
3'
-3 4.
2'
-3 4.
2'
-3 4.
2'
-3 4.
1'
-3 4.
1'
-3 4.
1'
-3 4.
1'
-3 4.
0'
-3 4.
0'
-3 3.
9'
-3 3.
8'
-3 3.
7'
-3 3.
6'
-3 3.
4'
-3 3.
3'
-3 3.
1'
-3 3.
0'
-3 3.
0'
-3 2.
9'
-3 2.
9'
-3 2.
9'
-3 2.
9'
-3 2.
7'
-3 2.
4'
-3 2.
3'
-3 2.
3'
-3 2.
1'
-3 2.
1'
-3 2.
1'
-3 2.
0'
-3 2.
0'
-3 1.
9'
-3 1.
8'
-3 1.
8'
-3 1.
8'
-3 1.
8'
-3 1.
8'
-3 1.
7'
-3 1.
7'
-3 1.
6'
-3 1.
6'
-3 1.
6'
-3 1.
6'
-3 1.
6'
-3 1.
5'
-3 1.
5'
-3 1.
5'
-3 1.
5'
-3 1.
4'
-3 1.
4'
-3 1.
4'
-3 1.
4'
-3 1.
4'
-3 1.
4'
-3 1.
4'
-3 1.
3'
-3 1.
3'
-3 1.
3'
-3 1.
3'
-3 1.
2'
-3 1.
2'
-3 1.
2'
-3 1.
2'
-3 1.
1'
-3 1.
1'
-3 1.
1'
-3 1.
1'
-3 1.
1'
-3 1.
0'
-3 1.
0'
-3 1.
0'
-3 1.
0'
-3 1.
0'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
9'
-3 0.
8'
-3 0.
8'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
7'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
6'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
5'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
4'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
3'
-3 0.
2'
-3 0.
2'
-3 0.
2'
-3 0.
2'
-3 0.
2'
-3 0.
2'
-3 0.
2'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
1'
-3 0.
0'
-3
-3
-3
-30
-30
-3
-30
-30
-3
-30
-30
-30
-3 0.
0'
-3 0.
0'
-3 0.
0'
-3 0.
0'
-3 0.
0'
-3 0.
0'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
9'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
8'
-2 9.
7'
-2 9.
7'
-2 9.
7'
-2 9.
7'
-2 9.
7'
-2 9.
6'
-2 9.
6'
-2 9.
6'
-2 9.
6'
-2 9.
6'
-2 9.
6'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
5'
-2 9.
4'
-2 9.
4'
-2 9.
4'
-2 9.
4'
-2 9.
4'
-2 9.
3'
-2 9.
3'
-2 9.
3'
-2 9.
3'
-2 9.
3'
-2 9.
3'
-2 9.
3'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
2'
-2 9.
1'
-2 9.
1'
-2 9.
1'
-2 9.
1'
-2 9.
1'
-2 9.
1'
-2 9.
1'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 9.
0'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
9'
-2 8.
8'
-2 8.
8'
-2 8.
8'
-2 8.
8'
-2 8.
8'
-2 8.
8'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
7'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
6'
-2 8.
5'
-2 8.
5'
-2 8.
5'
-2 8.
5'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
4'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
3'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
2'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
1'
-2 8.
0'
-2 8.
0'
-2 8.
0'
-2 8.
0'
-2 7.
9'
-2 7.
9'
-2 7.
9'
-2 7.
9'
-2 7.
9'
-2 7.
9'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
8'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
7'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
6'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
5'
-2 7.
4'
-2 7.
4'
-2 7.
4'
-2 7.
4'
-2 7.
4'
-2 7.
4'
-2 7.
3'
-2 7.
3'
-2 7.
3'
-2 7.
3'
-2 7.
3'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
2'
-2 7.
1'
-2 7.
1'
-2 7.
1'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 7.
0'
-2 6.
9'
-2 6.
9'
-2 6.
9'
-2 6.
9'
-2 6.
9'
-2 6.
9'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
8'
-2 6.
7'
-2 6.
7'
-2 6.
7'
-2 6.
7'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
6'
-2 6.
5'
-2 6.
5'
-2 6.
5'
-2 6.
5'
-2 6.
5'
-2 6.
5'
-2 6.
5'
-2 6.
4'
-2 6.
4'
-2 6.
4'
-2 6.
4'
-2 6.
4'
-2 6.
4'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
2'
-2 6.
1'
-2 6.
1'
-2 6.
1'
-2 6.
1'
-2 6.
1'
-2 6.
1'
-2 6.
1'
-2 6.
0'
-2 6.
0'
-2 6.
0'
-2 6.
0'
-2 6.
0'
-2 6.
0'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
9'
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
5'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
4'
-2 5.
3'
-2 5.
3'
-2 5.
3'
-2 5.
3'
-2 5.
3'
-2 5.
3'
-2 5.
3'
-2 5.
2'
-2 5.
2'
-2 5.
1'
-2 5.
1'
-2 5.
1'
-2 5.
1'
-2 5.
1'
-2 5.
1'
-2 5.
1'
-2 5.
0'
-2 5.
0'
-2 5.
0'
-2 5.
0'
-2 5.
0'
-2 5.
0'
-2
-2
-2
-2
-2
-2
-25 -25 -25
-25
-25
-25
-2 5.
0'
-2 4.
9'
-2 4.
9'
-2 4.
9'
-2 4.
9'
-2 4.
9'
-2 4.
9'
-2 4.
9'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
8'
-2 4.
7'
-2 4.
7'
-2 4.
7'
-2 4.
7'
-2 4.
7'
-2 4.
7'
-2 4.
7'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
6'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
4'
-2 4.
3'
-2 4.
3'
-2 4.
3'
-2 4.
3'
-2 4.
3'
-2 4.
3'
-2 4.
2'
-2 4.
2'
-2 4.
2'
-2 4.
2'
-2 4.
2'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
1'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
8'
-2 3.
8'
-2 3.
8'
-2 3.
8'
-2 3.
8'
-2 3.
8'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
7'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
6'
-2 3.
5'
-2 3.
5'
-2 3.
5'
-2 3.
5'
-2 3.
5'
-2 3.
4'
-2 3.
4'
-2 3.
4'
-2 3.
4'
-2 3.
4'
-2 3.
4'
-2 3.
4'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
3'
-2 3.
2'
-2 3.
2'
-2 3.
2'
-2 3.
2'
-2 3.
2'
-2 3.
2'
-2 3.
2'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
1'
-2 3.
0'
-2 3.
0'
-2 3.
0'
-2 3.
0'
-2 3.
0'
-2 3.
0'
-2 3.
0'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 2.
9'
-2 2.
8'
-2 2.
8'
-2 2.
8'
-2 2.
8'
-2 2.
8'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
7'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
6'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
5'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
3'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
2'
-2 2.
1'
-2 2.
1'
-2 2.
1'
-2 2.
1'
-2 2.
1'
-2 2.
0'
-2 2.
0'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
9'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
8'
-2 1.
7'
-2 1.
7'
-2 1.
7'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
6'
-2 1.
5'
-2 1.
5'
-2 1.
5'
-2 1.
5'
-2 1.
5'
-2 1.
5'
-2 1.
5'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
4'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
3'
-2 1.
2'
-2 1.
2'
-2 1.
2'
-2 1.
2'
-2 1.
2'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
0'
-2 1.
0'
-2 1.
0'
-2 1.
0'
-2 1.
0'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
9'
-2 0.
8'
-2 0.
8'
-2 0.
8'
-2 0.
8'
-2 0.
8'
-2 0.
7'
-2 0.
7'
-2 0.
7'
-2 0.
7'
-2 0.
7'
-2 0.
7'
-2 0.
7'
-2 0.
6'
-2 0.
6'
-2 0.
6'
-2 0.
6'
-2 0.
5'
-2 0.
5'
-2 0.
5'
-2 0.
5'
-2 0.
4'
-2 0.
4'
-2 0.
4'
-2 0.
4'
-2 0.
4'
-2 0.
3'
-2 0.
3'
-2 0.
3'
-2 0.
3'
-2 0.
3'
-2 0.
3'
-2 0.
3'
-2 0.
2'
-2 0.
2'
-2 0.
2'
-2 0.
2'
-2 0.
2'
-2 0.
2'
-2 0.
2'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
1'
-2 0.
0'
-2 0.
0'
-2 0.
0'
-2 0.
0'
-2 0.
0'
-2
-2
-2
-2
-20
-2
-2 0 -2
-20
-2
-20
-2 0.
0'
-1 9.
9'
-1 9.
9'
-1 9.
9'
-1 9.
9'
-1 9.
9'
-1 9.
9'
-1 9.
9'
-1 9.
8'
-1 9.
8'
-1 9.
8'
-1 9.
7'
-1 9.
7'
-1 9.
7'
-1 9.
7'
-1 9.
7'
-1 9.
7'
-1 9.
7'
-1 9.
6'
-1 9.
6'
-1 9.
6'
-1 9.
6'
-1 9.
5'
-1 9.
5'
-1 9.
5'
-1 9.
5'
-1 9.
5'
-1 9.
5'
-1 9.
4'
-1 9.
4'
-1 9.
3'
-1 9.
3'
-1 9.
3'
-1 9.
3'
-1 9.
3'
-1 9.
3'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
2'
-1 9.
1'
-1 9.
1'
-1 9.
1'
-1 9.
1'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 9.
0'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
9'
-1 8.
8'
-1 8.
8'
-1 8.
8'
-1 8.
8'
-1 8.
8'
-1 8.
8'
-1 8.
7'
-1 8.
7'
-1 8.
7'
-1 8.
7'
-1 8.
7'
-1 8.
7'
-1 8.
6'
-1 8.
6'
-1 8.
6'
-1 8.
6'
-1 8.
6'
-1 8.
6'
-1 8.
6'
-1 8.
5'
-1 8.
5'
-1 8.
5'
-1 8.
4'
-1 8.
4'
-1 8.
4'
-1 8.
4'
-1 8.
4'
-1 8.
4'
-1 8.
4'
-1 8.
3'
-1 8.
3'
-1 8.
3'
-1 8.
3'
-1 8.
2'
-1 8.
2'
-1 8.
2'
-1 8.
2'
-1 8.
1'
-1 8.
1'
-1 8.
0'
-1 8.
0'
-1 8.
0'
-1 8.
0'
-1 8.
0'
-1 8.
0'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
9'
-1 7.
8'
-1 7.
8'
-1 7.
8'
-1 7.
8'
-1 7.
8'
-1 7.
8'
-1 7.
7'
-1 7.
7'
-1 7.
7'
-1 7.
7'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
6'
-1 7.
5'
-1 7.
5'
-1 7.
5'
-1 7.
5'
-1 7.
4'
-1 7.
4'
-1 7.
4'
-1 7.
4'
-1 7.
4'
-1 7.
3'
-1 7.
3'
-1 7.
3'
-1 7.
3'
-1 7.
2'
-1 7.
2'
-1 7.
2'
-1 7.
1'
-1 7.
1'
-1 7.
1'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 7.
0'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
9'
-1 6.
8'
-1 6.
8'
-1 6.
8'
-1 6.
8'
-1 6.
7'
-1 6.
7'
-1 6.
7'
-1 6.
7'
-1 6.
7'
-1 6.
6'
-1 6.
6'
-1 6.
6'
-1 6.
6'
-1 6.
6'
-1 6.
4'
-1 6.
4'
-1 6.
4'
-1 6.
4'
-1 6.
4'
-1 6.
4'
-1 6.
4'
-1 6.
3'
-1 6.
3'
-1 6.
3'
-1 6.
3'
-1 6.
3'
-1 6.
3'
-1 6.
2'
-1 6.
2'
-1 6.
1'
-1 6.
1'
-1 6.
1'
-1 6.
1'
-1 6.
1'
-1 6.
1'
-1 6.
0'
-1 6.
0'
-1 6.
0'
-1 6.
0'
-1 6.
0'
-1 5.
9'
-1 5.
9'
-1 5.
9'
-1 5.
9'
-1 5.
9'
-1 5.
9'
-1 5.
8'
-1 5.
8'
-1 5.
7'
-1 5.
7'
-1 5.
6'
-1 5.
5'
-1 5.
5'
-1 5.
5'
-1 5.
4'
-1 5.
4'
-1 5.
4'
-1 5.
3'
-1 5.
3'
-1 5.
3'
-1 5.
3'
-1 5.
3'
-1 5.
3'
-1 5.
2'
-1 5.
2'
-1 5.
2'
-1 5.
2'
-1 5.
2'
-1 5.
2'
-1 5.
1'
-1 5.
1'
-1 5.
1'
-1 5.
1'
-1 5.
1'
-15 -15 -15
-15
-15
-15
-1 4.
9'
-1 4.
9'
-1 4.
9'
-1 4.
9'
-1 4.
9'
-1 4.
9'
-1 4.
8'
-1 4.
8'
-1 4.
8'
-1 4.
8'
-1 4.
8'
-1 4.
8'
-1 4.
8'
-1 4.
7'
-1 4.
6'
-1 4.
6'
-1 4.
6'
-1 4.
5'
-1 4.
5'
-1 4.
5'
-1 4.
5'
-1 4.
4'
-1 4.
4'
-1 4.
4'
-1 4.
4'
-1 4.
3'
-1 4.
3'
-1 4.
2'
-1 4.
2'
-1 4.
2'
-1 4.
2'
-1 4.
1'
-1 4.
1'
-1 4.
1'
-1 4.
1'
-1 4.
1'
-1 4.
1'
-1 4.
1'
-1 4.
0'
-1 4.
0'
-1 4.
0'
-1 4.
0'
-1 4.
0'
-1 4.
0'
-1 3.
9'
-1 3.
9'
-1 3.
9'
-1 3.
9'
-1 3.
9'
-1 3.
8'
-1 3.
8'
-1 3.
7'
-1 3.
7'
-1 3.
7'
-1 3.
7'
-1 3.
7'
-1 3.
6'
-1 3.
4'
-1 3.
4'
-1 3.
4'
-1 3.
3'
-1 3.
2'
-1 3.
2'
-1 3.
2'
-1 3.
1'
-1 3.
1'
-1 3.
1'
-1 3.
1'
-1 3.
1'
-1 3.
0'
-1 3.
0'
-1 2.
9'
-1 2.
9'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
8'
-1 2.
7'
-1 2.
7'
-1 2.
7'
-1 2.
6'
-1 2.
6'
-1 2.
6'
-1 2.
5'
-1 2.
5'
-1 2.
4'
-1 2.
4'
-1 2.
4'
-1 2.
3'
-1 2.
3'
-1 2.
3'
-1 2.
2'
-1 2.
2'
-1 2.
2'
-1 2.
2'
-1 2.
2'
-1 2.
1'
-1 2.
1'
-1 2.
1'
-1 2.
1'
-1 2.
0'
-1 2.
0'
-1 2.
0'
-1 1.
9'
-1 1.
8'
-1 1.
7'
-1 1.
4'
-1 1.
4'
-1 1.
3'
-1 1.
2'
-1 1.
2'
-1 1.
2'
-1 1.
2'
-1 1.
2'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
1'
-1 1.
0'
-1 1.
0'
-1 1.
0'
-1 1.
0'
-1 0.
9'
-1 0.
9'
-1 0.
8'
-1 0.
8'
-1 0.
8'
-1 0.
7'
-1 0.
7'
-1 0.
7'
-1 0.
7'
-1 0.
6'
-1 0.
6'
-1 0.
6'
-1 0.
5'
-1 0.
5'
-1 0.
4'
-1 0.
4'
-1 0.
2'
-1 0.
1'
-10
-10
-9 .9
-9 .9
-9 .6
-9 .4
-9 .4
-9 .0
-8 .9
-8 .8
-8 .8
-8 .7
-8 .6
-8 .5
-8 .5
-8 .4
-8 .2
-8 .1
-7 .6
-6 .8
-6 .8
-6 .4
N 1,879,000
N 1,878,000
N 1,880,000
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1
,0
E ,1 ,0
N 1,876,000
N 1,877,000
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:49 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CJ102.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
N D
IT
IO
N S
U R
V E
Y
P O
R T H
U E
N E
M E
CJ102
C J .d g n
A1
PORT HUENEME CONDITION SURVEY MAY 2017
SCALE: 1"=300' 600'0 300'
NORTH
PLAN
SHEET NOTES
3. ALL STRUCTURES SHOWN ARE APPROXIMATE.
NON-WATER ELEVATONS, THEY ARE TO THE NEAREST 0.1 FOOT.
2. SOUNDINGS ARE SHOWN TO THE NEAREST 0.1 FOOT AND IF THERE ARE ANY
EXISTING ONLY AT THE TIME OF SURVEY - MAY 8-10, 2017.
1. SOUNDINGS AND ELEVATIONS INDICATE THE GENERAL CONDITIONS
MAY 2017
USACE SURVEY
CHANNEL
APPROACH
3H:1V TYP
SIDE SLOPES
AREA
DREDGE
NO
MAY 2017
USACE SURVEY
CHANNEL
APPROACH
DREDGE PRISM
2' ALLOWABLE OVERDEPTH
CHANNEL
APPROACH
CHANNEL
ENTRANCE
MAY 2017
USACE SURVEY
MAY 2017
USACE SURVEY
CHANNEL
ENTRANCE
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 E
L E
V A
T
IO
N F
T 0 100 200 300 400-100-200-300-400
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N F
T
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
-50
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:54 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CJ301.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
O S
S S
E C
T
IO
N S A
N D D
E T
A
IL
S
P O
R T H
U E
N E
M E
CJ301
C J .d g n
CJ101
C3
CJ101
C3
CJ101
B2
CJ101
D3
A1 A6
APPROACH CHANNEL STA. 5+00
SCALE: 1"=100" HORIZ., 1"=10' VERT.
APPROACH CHANNEL STA. 15+25
SCALE: 1"=100" HORIZ., 1"=10' VERT.
D1
SCALE: 1"=100" HORIZ., 1"=10' VERT.
APPROACH CHANNEL STA. 12+50
D6
ENTRANCE CHANNEL STA. 22+00
SCALE: 1"=100" HORIZ., 1"=10' VERT.
SURVEY - MAY 8-10, 2017
CROSS-SECTIONS INDICATE CONDITIONS EXISTING ONLY AT TIME OF 1.
100' 200'0
100' 200'0 100' 200'0
100' 200'0
10' 20'0
10' 20'010' 20'0
10' 20'0
SHEET NOTES
LEGEND
DREDGE PRISM
USACE SURVEY OF MAY 2017
(TYPICAL)
GROUND LINE
+13' EL. MAX
+12' EL. MAX
(DREDGED MATERIAL)
FILL
SIDEWALK
EDGE OF
APPROX. 650'
+14.5' EL. MAX
+12' EL. MAX
(TYPICAL)
GROUND LINE
(DREDGED MATERIAL)
FILL
(DREDGED MATERIAL)
APPROX. 600'
(DREDGED MATERIAL)
FILL
0' TO 150'
VARIES
+10.0' EL.
(TYPICAL)
GROUND LINE
MON. 22, 1987
PT. BEACON
REFERENCE
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
-20
-30
-10
0 200 400 1200 1400 1600600 800 1000
-30
-10
-20
0 600400200 800 140012001000 1600
-10
-20
-30
600 800 10000 200 400 1200 1400 1600
SILVER STRAND BEACH
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:38:57 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_CJ302.dgn
U L U
N D
E R
W O
O D
C -1
J E
R E
M Y J
A C
K S
O N
J E
R E
M Y J
A C
K S
O N
J O
S E
P H R
Y
B
A C
H P
L A
C E
M E
N T C
R O
S S S
E C
T
IO
N S
CJ302
C J .d g n
E3 100' 200'0
20' 40'0
CJ101
B7
A3
SCALE: 1"=100' HORIZ., 1"=20' VERT. 100' 200'0
20' 40'0
CJ101
E1
TYPICAL CROSS SECTION - HUENEME BEACH PLACEMENT AREA
END OF OXNARD HARBOR DISTRICT REVETMENT.
FILL WIDTH APPROX. 600' WIDE FROM EAST JETTY TO DOWNCOAST
HARBOR DISTRICT REVETMENT TO END OF FILL OPERATION
FILL WIDTH APPROX. 650' WIDE FROM DOWNCOAST END OF OXNARD
TYPICAL CROSS SECTION - SILVER STRAND BEACH PLACEMENT AREA
C3
SCALE: 1"=100' HORIZ., 1"=20' VERT. 100' 200'0
20' 40'0
CJ101
B5 TYPICAL CROSS SECTION - HUENEME BEACH PLACEMENT AREA
SCALE: 1"=100' HORIZ., 1"=20' VERT.
TO BE DETERMINED BY CONTRACTING OFFICER
EXACT LOCATION AND EXTENTS OF MATERIAL PLACEMENT
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
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
L O
S A
N G
E L E
S D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
A N
N E
L I S
L A
N D
S A
N D P
O R
T H
U E
N E
M E H
A R
B O
R S
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A U
G U
S T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:39:00 PM 8/1/2018
...\FY18 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335590_FIO-001.dgn
U L U
N D
E R
W O
O D
B -2
F
IO
-0
.d g n
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
R E
V E
T M
E N
T P
L A
N A
N D S
E C
T
IO
N S
D R
E D
G
IN
G A
N D R
E V
E T
M E
N T
FIO-001
| 335590_G-001 |
| 335590_G-002 |
| 335590_C-101 |
| 335590_CA101 |
| 335590_CA102 |
| 335590_CA301 |
| 335590_CA302 |
| 335590_CJ101 |
| 335590_CJ102 |
| 335590_CJ301 |
| 335590_CJ302 |
| 335590_FIO-001 |
File details come from the government source that posted it.