Plans_W912PL-19-B-0001_.pdf
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200'
S O
L
IC
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A T
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N N
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D E
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D B
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D E
S C
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D A
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C H
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D R
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SHEET ID
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IN
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A H
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B O
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C A
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IF
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W P
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-B -0
D E
C E
M B
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F
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C A
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®of Engineers
US Army Corps
L O
S A
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E L E
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C A
L
IF
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IA
L O
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N G
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S D
IS
T R
IC
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A R
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P S O
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IN
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V E
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A F
W Y
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D E L L A
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HARBOR
BLVD
HARBOR BL
P
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T G
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IN
N
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P
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P
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S O
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H B
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C H G
R O
IN
SOUTH BEACH PLACEMENT AREA
PUBLIC P
ARKING AREA
SPINNAKER DRIVE
8 IN. S
EWER LINE AND MANHOLES
PROTECT IN P
LACE
NEARSHORE P
LACEMENT A
REA
PARKING AREA
SURFER'S KNOLL
VENTURA HARBOR
M.H.
M.H.
M.H.
CAMPGROUND
S O
U T
H J
E T
T Y
S T
A T
E P
A R
K P
R O
P E
R T
Y L
IN
E
SANTA
CLARA
RIVER
SOUTH JETTY BEACH
(AS NEEDED)
EQUIPMENT ACCESS
PIPELINE CORRIDOR
50' WIDE DISCHARGE
SHORELINE
SHORELIN
E
SHORELINE
STORAGE AREA,
CONTRACTOR'S
LOCATION OF
APPROXIMATE
AREA
MOORING
CONTRACTOR'S
MCGRATH STATE BEACH
O L
IV
A S P
A R
K D
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:32:42 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_G-002.dgn
C -1
G -0
.d g n
G-002
NORTH
PLAN
TRUE N
0 600' 1200'A1
SCALE: 1"=600'
S
IT
E P
L A
N
G E
N E
R A
L N
O T
E S
A N
D I
N D
E X T
O C
O N
T R
A C
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R A
W
IN
G S
SITE PLAN
R O
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L D K R
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C H P .E
J J
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N
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL7.
SEE C-101 FOR SURVEY CONTROLS AND LIST OF COORDINATES.6.
ELEVATION 83.49 US FEET, MLLW, EPOCH 1983-2001.
ELEVATIONS ESTABLISHED FROM MONUMENT Y 569 (PID EW5949), WITH 5.
ISLAND (STA ID 9411270)
VERTICAL DATUM: MEAN LOWER LOW WATER , EPOCH 1983-2001, RINCON 4.
UNITS: US SURVEY FEET3.
PROJECTION: CA ZONE V2.
HORIZONTAL DATUM: NAD 1983 EPOCH 2003.51.
GENERAL NOTES
DREDGE AREAS
LEGEND
S O
L
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IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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IP
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N
A
M A
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S
IZ
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S U
B M
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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
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
E
F
G
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IN
T E
N A
N C
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D G
IN
G
V E
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U R
A H
A R
B O
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A C
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N T
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C A
L
IF
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N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
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A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
IF
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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
0+0
AREA F
(ELEVATION VARIES)
APPROX. LOCATION OF ROCK SILL
CUT POINTS
LOCATION OF UNOCAL
AREA H
AREA G
AREA B
AREA D
AREA E
AREA C
AREA A
AREA I
SOUTH JETTY TOE
APPROX. LOCATION OF
APPROX. LOCATION OF NORTH JETTY TOE
-40
-40
-40
-40
-12
-25
-30
-40
CUT POINTS
LOCATION OF UNOCAL
BREAKWATER TOE
OF DETACHED
APPROX. LOCATION
M
ID
D L E
JE
T T Y
S O
U T
H J
E T
T Y
U N
O C
A L P
IP
E L
IN
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U N
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A L P
IP
E L
IN
E
N O
R T
H J
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T Y
S P
U R
59 26
43 42 41
0 4 0 3 0 3 0 3 0 3
N O
R
TH
JETTY
TR
AN
SITIO
N
T R
A N S
IT
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N
N O D
R
ED
G E
DETACHED B
REAKWATER
E 6,178,500
E 6,178,000
E 6,177,500
E 6,177,000
E 6,176,500
N ,9
,5
N ,9
,0
N ,9
,5
N ,9
,0
N ,9
,0
N ,9
,5
P 2133
P 2132
P 2134
VN 9
VN 8
VN 10
ANCHOR'S WAY DRIVE
MARINA
PARK
M.H.
M.H.
SEWER PIPE SEWER PIP
E
NAV LT
NAV LT
NAV LT
SPINNAKER DRIVE
3 46 VC
NPS (NAT'L PARK SERVICE
HARBOR
PATROL
SOUTH JETTY RESET
VN 13
S O
U T
H G
R O
IN
SOUTH JETTY BEACH
LOCATION
MOORING
SHORELINE
ABANONED UNOCAL PIPELINES
ABANDONED UNOCAL PIPELINES
SHORELINE
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...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-101.dgn
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SURVEY MONUMENT
NAVIGATION LIGHT
EXISTING ROCK SILL
MAX. ADVANCE MAINT. DEPTHS.
CHANNEL DEPTHS.
DREDGE AREA BOUNDARIES
LEGEND
-40
NORTH
PLAN
400'0 200'
TRUE N
S U
R V
E Y C
O N
T R
O L
G E
N E
R A
L P
L A
N A
N D
DREDGING LIMITS
30, 31, 32, 33, 28, 29, 30
AND 28, 58, 59, 60, 28
34, 35, 36, 37, 43, 25, 26, 27, 34
34, 56, 57, 35, 34
37, 38, 39, 40, 41, 42, 43, 37
25, 43, 22, 23, 24, 25
18,19,20,21,44,45,46,47,48,18
51,15,16,17,49,50,51
53,13,14,52,53
55,11,12,54,55
DREDGE AREAS
AREA A
AREA B
AREA C
AREA D
AREA E
AREA F
AREA G
AREA H
AREA I
ISLAND (STA ID 9411270)
VERTICAL DATUM: MEAN LOWER LOW WATER , EPOCH 1983-2001, RINCON 4.
UNITS: US SURVEY FEET3.
PROJECTION: CA ZONE V2.
HORIZONTAL DATUM: NAD 1983 EPOCH 2003.51.
SHEET NOTES
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
A1
SCALE: 1"=200'
GENERAL PLAN
-20
-20
I
II
III
IV
V
-20
L
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N N
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D E
S
IG
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S
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D B
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D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
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U E D
A T
E
B
C
D
E
F
G
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IN
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C A
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IF
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W P
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-B -0
D E
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A M
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C A
D F
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C A
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-9 .7
-9 .7
-9 .2
-9 .1
-9 .0
-9 .0
-8 .9
-8 .9
-8 .8
-8 .8
-8 .2
-8 .1
-7 .9
-7 .6
-7 .5
-7 .3
-7 .2
-7 .1
-7 .1
-6 .9
-6 .6
-6 .5
-6 .3
-5 .9
-5 .9
-5 .8
-5 .2
-5 .1
-4 .9
-4 .9
-4 .8
-4 .5
-4 .5
-4 .4
-4 .2
-4 .0
-3 .9
-3 .8
-3 .8
-3 .6
-3 .4
-3 .4
-2 .9
-2 .8
-2 .6
-2 .6
-2 .4
-2 .3
-2 .2
-2 .0
0+0
AREA F
(ELEVATION VARIES)
APPROX. LOCATION OF ROCK SILL
CUT POINTS
LOCATION OF UNOCAL
AREA H
AREA G
AREA B
AREA D
AREA E
AREA C
AREA A
AREA I
SOUTH JETTY TOE
APPROX. LOCATION OF
APPROX. LOCATION OF NORTH JETTY TOE
-40
-40
-40
-40
-12
-25
-30
-40
CUT POINTS
LOCATION OF UNOCAL
BREAKWATER TOE
OF DETACHED
APPROX. LOCATION
M
ID
D L E
JE
T T Y
S O
U T
H J
E T
T Y
U N
O C
A L P
IP
E L
IN
E
U N
O C
A L P
IP
E L
IN
E
N O
R T
H J
E T
T Y
S P
U R
0 4 0 3 0 3 0 3 0 3
N O
R
TH
JETTY
TR
AN
SITIO
N
T R
A N S
IT
IO
N
N O D
R
ED
G E
DETACHED B
REAKWATER
E 6,178,500
E 6,178,000
E 6,177,500
E 6,177,000
E 6,176,500
N ,9
,5
N ,9
,0
N ,9
,5
N ,9
,0
N ,9
,0
N ,9
,5
ANCHOR'S WAY DRIVE
MARINA
PARK
M.H.
M.H.
SEWER PIPE SEWER PIP
E
NAV LT
NAV LT
NAV LT
SPINNAKER DRIVE
HARBOR
PATROL
S O
U T
H G
R O
IN
SOUTH JETTY BEACH
SHORELINE
SHORELINE
SEE NOTE 3
ABANONED UNOCAL PIPELINES,
ABANDONED UNOCAL PIPELINES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:32:57 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-102.dgn
C-102
C -1
.d g n
A2
SCALE: 1"=200'
NORTH
PLAN
TRUE N
400'0 200'
H Y
D R
O G
R A
P H
IC
C
O N
D
IT
IO
N S
U R
V E
Y
HYDROGRAPHIC CONDITION SURVEY MAY 2018
M A
Y
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
SHEET NOTES
WITH ELEVATION 83.49 US FEET, MLLW, EPOCH 1983-2001.
4. ELEVATIONS, ESTABLISHED FROM MONUMENT Y 569 (PID EW5949),
STATION ID 9411270.
3. MEAN LOWER LOW WATER DATUM IS ESTABLISHED FROM RINCON ISLAND,
2. COORDINATES ARE CALIFORNIA LAMBERT ZONE V, NAD 1983.
CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY - 14-17 MAY, 2018.
1. SOUNDINGS AND ELEVATIONS, IN US SURVEY FEET, INDICATE THE GENERAL
-2 5.
8'
-2 5.
8'
-2 5.
8'
-2 5.
7'
-2 5.
5'
-2 5.
8'
-2 5.
9'
-2 5.
7'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
7'
-2 5.
5'
-2 5.
9'
-2 5.
8'
-2 5.
8'
-2 5.
6'
-2 5.
5'
-2 5.
6'
-2 5.
5'
-2 5.
4'
-2 5.
4'
-2 5.
3'
-2 5.
2'
-2 5.
3'
-2 5.
2'
-2 5.
8'
-2 5.
8'
-2 5.
7'
-2 5.
6'
-2 5.
6'
-2 5.
4'
-2 5.
5'
-2 5.
3'
-2 5.
2'
-2 5.
2'
-2 5.
2'
-2 5.
1'
-2 5.
1'
-2 5.
0'
-2 4.
7'
-2 5.
9'
-2 5.
9'
-2 5.
8'
-2 5.
6'
-2 5.
5'
-2 5.
6'
-2 5.
6'
-2 5.
4'
-2 5.
2'
-2 5.
3'
-2 5.
2'
-2 5.
1'
-2 5.
0'
-2 4.
9'
-2 4.
9'
-2 4.
5'
-2 4.
6'
-2 4.
4'
-2 6.
0'
-2 6.
0'
-2 5.
8'
-2 5.
7'
-2 5.
7'
-2 5.
7'
-2 5.
6'
-2 5.
4'
-2 5.
3'
-2 5.
2'
-2 5.
2'
-2 5.
2'
-2 5.
0'
-2 4.
9'
-2 4.
8'
-2 4.
9'
-2 4.
5'
-2 4.
4'
-2 4.
3'
-2 4.
2'
-2 4.
1'
-2 4.
2'
-2 6.
1'
-2 6.
1'
-2 5.
9'
-2 5.
8'
-2 5.
8'
-2 5.
6'
-2 5.
6'
-2 5.
6'
-2 5.
4'
-2 5.
3'
-2 5.
4'
-2 5.
3'
-2 5.
0'
-2 5.
0'
-2 4.
8'
-2 4.
7'
-2 4.
5'
-2 4.
3'
-2 4.
3'
-2 4.
3'
-2 4.
1'
-2 4.
0'
-2 4.
0'
-2 4.
1'
-2 3.
8'
-2 6.
1'
-2 6.
1'
-2 6.
0'
-2 5.
8'
-2 5.
8'
-2 5.
7'
-2 5.
7'
-2 5.
5'
-2 5.
4'
-2 5.
4'
-2 5.
3'
-2 5.
1'
-2 5.
1'
-2 5.
0'
-2 4.
9'
-2 4.
6'
-2 4.
5'
-2 4.
4'
-2 4.
4'
-2 4.
3'
-2 4.
1'
-2 4.
0'
-2 4.
1'
-2 4.
0'
-2 3.
9'
-2 3.
8'
-2 3.
8'
-2 3.
7'
-2 6.
3'
-2 6.
1'
-2 6.
1'
-2 5.
9'
-2 5.
9'
-2 5.
8'
-2 5.
7'
-2 5.
5'
-2 5.
4'
-2 5.
4'
-2 5.
2'
-2 5.
2'
-2 5.
0'
-2 5.
0'
-2 4.
8'
-2 4.
7'
-2 4.
6'
-2 4.
5'
-2 4.
4'
-2 4.
3'
-2 4.
1'
-2 4.
1'
-2 4.
0'
-2 4.
0'
-2 3.
9'
-2 3.
8'
-2 3.
8'
-2 3.
6'
-2 3.
7'
-2 3.
6'
-2 3.
4'
-2 3.
4'
-2 6.
4'
-2 6.
3'
-2 6.
2'
-2 6.
2'
-2 6.
1'
-2 5.
9'
-2 5.
7'
-2 5.
6'
-2 5.
5'
-2 5.
5'
-2 5.
4'
-2 5.
2'
-2 5.
1'
-2 5.
0'
-2 4.
7'
-2 4.
6'
-2 4.
6'
-2 4.
5'
-2 4.
3'
-2 4.
3'
-2 4.
1'
-2 4.
1'
-2 3.
9'
-2 3.
9'
-2 3.
9'
-2 3.
8'
-2 3.
7'
-2 3.
6'
-2 3.
5'
-2 3.
5'
-2 3.
4'
-2 3.
3'
-2 3.
2'
-2 3.
0'
-2 3.
0'
-2 6.
5'
-2 6.
5'
-2 6.
3'
-2 6.
3'
-2 6.
3'
-2 6.
1'
-2 6.
0'
-2 5.
8'
-2 5.
7'
-2 5.
6'
-2 5.
6'
-2 5.
4'
-2 5.
3'
-2 5.
1'
-2 5.
0'
-2 4.
9'
-2 4.
8'
-2 4.
7'
-2 4.
6'
-2 4.
4'
-2 4.
3'
-2 4.
2'
-2 4.
0'
-2 4.
0'
-2 4.
0'
-2 3.
8'
-2 3.
9'
-2 3.
7'
-2 3.
6'
-2 3.
5'
-2 3.
4'
-2 3.
4'
-2 3.
2'
-2 3.
0'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
6'
-2 2.
6'
-2 6.
7'
-2 6.
5'
-2 6.
5'
-2 6.
4'
-2 6.
3'
-2 6.
2'
-2 6.
0'
-2 6.
0'
-2 5.
8'
-2 5.
7'
-2 5.
7'
-2 5.
4'
-2 5.
3'
-2 5.
2'
-2 5.
0'
-2 4.
9'
-2 4.
9'
-2 4.
7'
-2 4.
6'
-2 4.
5'
-2 4.
4'
-2 4.
2'
-2 4.
1'
-2 4.
0'
-2 4.
1'
-2 3.
9'
-2 3.
9'
-2 3.
8'
-2 3.
6'
-2 3.
6'
-2 3.
5'
-2 3.
3'
-2 3.
3'
-2 3.
2'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
6'
-2 2.
6'
-2 2.
5'
-2 2.
4'
-2 2.
4'
-2 2.
5'
-2 6.
8'
-2 6.
8'
-2 6.
7'
-2 6.
5'
-2 6.
4'
-2 6.
3'
-2 6.
1'
-2 6.
0'
-2 5.
9'
-2 5.
7'
-2 5.
7'
-2 5.
6'
-2 5.
4'
-2 5.
2'
-2 5.
1'
-2 5.
0'
-2 4.
8'
-2 4.
7'
-2 4.
6'
-2 4.
6'
-2 4.
4'
-2 4.
3'
-2 4.
2'
-2 4.
2'
-2 4.
1'
-2 4.
1'
-2 3.
9'
-2 3.
8'
-2 3.
8'
-2 3.
6'
-2 3.
5'
-2 3.
5'
-2 3.
2'
-2 3.
1'
-2 3.
0'
-2 2.
8'
-2 2.
8'
-2 2.
8'
-2 2.
6'
-2 2.
6'
-2 2.
5'
-2 2.
4'
-2 2.
4'
-2 2.
4'
-2 2.
2'
-2 2.
2'
-2 7.
1'
-2 7.
2'
-2 6.
9'
-2 6.
7'
-2 6.
6'
-2 6.
5'
-2 6.
3'
-2 6.
1'
-2 6.
0'
-2 5.
8'
-2 5.
7'
-2 5.
7'
-2 5.
5'
-2 5.
4'
-2 5.
1'
-2 5.
0'
-2 4.
8'
-2 4.
8'
-2 4.
7'
-2 4.
5'
-2 4.
4'
-2 4.
4'
-2 4.
3'
-2 4.
3'
-2 4.
1'
-2 4.
1'
-2 4.
0'
-2 3.
9'
-2 3.
8'
-2 3.
7'
-2 3.
7'
-2 3.
6'
-2 3.
3'
-2 3.
3'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
8'
-2 2.
7'
-2 2.
6'
-2 2.
7'
-2 2.
5'
-2 2.
4'
-2 2.
3'
-2 2.
1'
-2 2.
1'
-2 2.
0'
-2 1.
9'
-2 1.
7'
-2 7.
6'
-2 7.
1'
-2 7.
1'
-2 6.
9'
-2 6.
7'
-2 6.
4'
-2 6.
4'
-2 6.
1'
-2 5.
9'
-2 5.
9'
-2 5.
8'
-2 5.
6'
-2 5.
5'
-2 5.
3'
-2 5.
1'
-2 5.
1'
-2 4.
9'
-2 4.
8'
-2 4.
5'
-2 4.
5'
-2 4.
5'
-2 4.
4'
-2 4.
3'
-2 4.
2'
-2 4.
1'
-2 4.
0'
-2 3.
9'
-2 3.
9'
-2 3.
8'
-2 3.
7'
-2 3.
6'
-2 3.
5'
-2 3.
3'
-2 3.
1'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
7'
-2 2.
5'
-2 2.
5'
-2 2.
4'
-2 2.
4'
-2 2.
3'
-2 2.
1'
-2 2.
1'
-2 2.
0'
-2 1.
8'
-2 1.
8'
-2 1.
7'
-2 1.
5'
-2 1.
5'
-2 8.
0'
-2 7.
9'
-2 7.
6'
-2 7.
4'
-2 7.
2'
-2 7.
0'
-2 6.
7'
-2 6.
6'
-2 6.
4'
-2 6.
2'
-2 6.
0'
-2 5.
9'
-2 5.
7'
-2 5.
6'
-2 5.
5'
-2 5.
3'
-2 5.
2'
-2 5.
0'
-2 4.
8'
-2 4.
7'
-2 4.
5'
-2 4.
5'
-2 4.
4'
-2 4.
3'
-2 4.
3'
-2 4.
1'
-2 4.
1'
-2 4.
0'
-2 3.
8'
-2 3.
8'
-2 3.
7'
-2 3.
6'
-2 3.
5'
-2 3.
3'
-2 3.
3'
-2 3.
1'
-2 3.
0'
-2 3.
0'
-2 2.
8'
-2 2.
7'
-2 2.
6'
-2 2.
5'
-2 2.
5'
-2 2.
3'
-2 2.
2'
-2 2.
2'
-2 2.
1'
-2 2.
0'
-2 1.
9'
-2 1.
7'
-2 1.
6'
-2 1.
5'
-2 1.
3'
-2 1.
3'
-2 1.
4'
-2 1.
3'
-2 8.
3'
-2 8.
2'
-2 8.
0'
-2 7.
6'
-2 7.
4'
-2 7.
3'
-2 7.
1'
-2 6.
8'
-2 6.
6'
-2 6.
4'
-2 6.
2'
-2 5.
9'
-2 5.
8'
-2 5.
6'
-2 5.
6'
-2 5.
3'
-2 5.
2'
-2 5.
1'
-2 4.
9'
-2 4.
7'
-2 4.
6'
-2 4.
6'
-2 4.
5'
-2 4.
4'
-2 4.
3'
-2 4.
2'
-2 4.
1'
-2 3.
9'
-2 3.
8'
-2 3.
7'
-2 3.
8'
-2 3.
6'
-2 3.
5'
-2 3.
4'
-2 3.
3'
-2 3.
2'
-2 3.
2'
-2 3.
1'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
7'
-2 2.
6'
-2 2.
5'
-2 2.
2'
-2 2.
2'
-2 2.
0'
-2 1.
8'
-2 1.
9'
-2 1.
9'
-2 1.
6'
-2 1.
4'
-2 1.
1'
-2 1.
1'
-2 1.
1'
-2 1.
0'
-2 0.
9'
-2 0.
8'
-2 8.
5'
-2 8.
3'
-2 8.
0'
-2 7.
8'
-2 7.
7'
-2 7.
4'
-2 7.
2'
-2 7.
0'
-2 6.
7'
-2 6.
5'
-2 6.
2'
-2 5.
9'
-2 5.
9'
-2 5.
8'
-2 5.
5'
-2 5.
3'
-2 5.
2'
-2 5.
1'
-2 4.
8'
-2 4.
8'
-2 4.
7'
-2 4.
7'
-2 4.
6'
-2 4.
4'
-2 4.
3'
-2 4.
1'
-2 4.
0'
-2 3.
8'
-2 3.
8'
-2 3.
8'
-2 3.
6'
-2 3.
5'
-2 3.
5'
-2 3.
3'
-2 3.
2'
-2 3.
2'
-2 3.
1'
-2 3.
0'
-2 3.
0'
-2 2.
9'
-2 3.
0'
-2 2.
9'
-2 2.
6'
-2 2.
6'
-2 2.
3'
-2 2.
2'
-2 2.
0'
-2 1.
9'
-2 1.
7'
-2 1.
5'
-2 1.
4'
-2 1.
5'
-2 1.
6'
-2 1.
3'
-2 1.
1'
-2 0.
9'
-2 0.
7'
-2 0.
6'
-2 0.
7'
-2 0.
5'
-2 0.
3'
-2 8.
8'
-2 8.
6'
-2 8.
4'
-2 8.
3'
-2 8.
1'
-2 7.
7'
-2 7.
6'
-2 7.
3'
-2 7.
1'
-2 6.
9'
-2 6.
5'
-2 6.
3'
-2 6.
2'
-2 5.
9'
-2 5.
7'
-2 5.
7'
-2 5.
5'
-2 5.
2'
-2 5.
1'
-2 4.
9'
-2 4.
9'
-2 4.
8'
-2 4.
7'
-2 4.
6'
-2 4.
4'
-2 4.
2'
-2 4.
1'
-2 3.
9'
-2 3.
9'
-2 3.
8'
-2 3.
6'
-2 3.
6'
-2 3.
4'
-2 3.
3'
-2 3.
3'
-2 3.
1'
-2 2.
9'
-2 2.
9'
-2 3.
0'
-2 3.
1'
-2 3.
1'
-2 3.
0'
-2 2.
9'
-2 2.
8'
-2 2.
5'
-2 2.
3'
-2 2.
1'
-2 2.
1'
-2 1.
9'
-2 1.
5'
-2 1.
4'
-2 1.
4'
-2 1.
2'
-2 1.
1'
-2 0.
9'
-2 0.
9'
-2 0.
7'
-2 0.
6'
-2 0.
4'
-2 0.
2'
-2 0.
1'
-1 9.
9'
-1 9.
7'
-1 9.
5'
-1 9.
4'
-2 9.
2'
-2 9.
1'
-2 8.
9'
-2 8.
6'
-2 8.
3'
-2 8.
1'
-2 7.
9'
-2 7.
6'
-2 7.
5'
-2 7.
2'
-2 6.
8'
-2 6.
7'
-2 6.
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4'
-2 5.
1'
-2 4.
9'
-2 4.
6'
-2 4.
5'
-2 4.
3'
-2 3.
9'
-2 3.
6'
-2 3.
4'
-2 3.
2'
-2 3.
0'
-2 2.
8'
-2 2.
5'
-2 2.
3'
-2 2.
0'
-2 1.
7'
-2 1.
5'
-2 1.
3'
-2 1.
1'
-2 0.
7'
-2 0.
3'
-2 0.
0'
-1 9.
7'
-1 9.
4'
-1 9.
1'
-1 8.
7'
-1 8.
3'
-1 7.
9'
-1 7.
3'
-1 6.
9'
-1 6.
4'
-1 5.
9'
-1 5.
3'
-1 4.
6'
-1 4.
2'
-2 5.
1'
-2 4.
7'
-2 4.
5'
-2 4.
3'
-2 3.
9'
-2 3.
6'
-2 3.
5'
-2 3.
2'
-2 3.
0'
-2 2.
8'
-2 2.
6'
-2 2.
3'
-2 2.
1'
-2 1.
7'
-2 1.
6'
-2 1.
2'
-2 0.
9'
-2 0.
6'
-2 0.
2'
-1 9.
9'
-1 9.
5'
-1 9.
2'
-1 8.
8'
-1 8.
4'
-1 7.
8'
-1 7.
5'
-1 7.
0'
-1 6.
4'
-1 5.
9'
-1 5.
2'
-1 4.
7'
-1 4.
0'
-2 4.
5'
-2 4.
4'
-2 4.
1'
-2 3.
8'
-2 3.
5'
-2 3.
2'
-2 3.
2'
-2 2.
9'
-2 2.
6'
-2 2.
3'
-2 2.
0'
-2 1.
8'
-2 1.
6'
-2 1.
1'
-2 0.
7'
-2 0.
4'
-2 0.
0'
-1 9.
7'
-1 9.
3'
-1 8.
9'
-1 8.
5'
-1 7.
9'
-1 7.
5'
-1 7.
0'
-1 6.
5'
-1 6.
0'
-1 5.
3'
-1 4.
7'
-1 4.
2'
-2 4.
0'
-2 3.
8'
-2 3.
5'
-2 3.
4'
-2 3.
1'
-2 2.
9'
-2 2.
6'
-2 2.
4'
-2 2.
1'
-2 1.
8'
-2 1.
4'
-2 1.
0'
-2 0.
8'
-2 0.
3'
-1 9.
9'
-1 9.
6'
-1 9.
1'
-1 8.
6'
-1 8.
1'
-1 7.
6'
-1 7.
1'
-1 6.
6'
-1 6.
2'
-1 5.
5'
-1 4.
8'
-2 3.
5'
-2 3.
2'
-2 3.
0'
-2 2.
6'
-2 2.
4'
-2 2.
1'
-2 1.
8'
-2 1.
4'
-2 1.
0'
-2 0.
7'
-2 0.
3'
-1 9.
9'
-1 9.
3'
-1 8.
9'
-1 8.
4'
-1 8.
0'
-1 7.
5'
-1 7.
0'
-1 6.
4'
-1 5.
6'
-1 4.
9'
-2 2.
9'
-2 2.
7'
-2 2.
4'
-2 2.
1'
-2 1.
8'
-2 1.
4'
-2 1.
0'
-2 0.
7'
-2 0.
2'
-1 9.
6'
-1 9.
1'
-1 8.
7'
-1 8.
2'
-1 7.
7'
-1 7.
3'
-1 6.
5'
-1 5.
8'
-1 5.
2'
-2 2.
3'
-2 2.
0'
-2 1.
6'
-2 1.
4'
-2 0.
9'
-2 0.
5'
-1 9.
9'
-1 9.
4'
-1 9.
1'
-1 8.
6'
-1 8.
0'
-1 7.
5'
-1 6.
8'
-1 6.
1'
-1 5.
4'
-2 1.
3'
-2 0.
8'
-2 0.
3'
-1 9.
9'
-1 9.
5'
-1 9.
0'
-1 8.
5'
-1 8.
0'
-1 7.
2'
-1 6.
6'
-1 5.
8'
-2 0.
3'
-1 9.
9'
-1 9.
4'
-1 8.
9'
-1 8.
5'
-1 7.
8'
-1 7.
1'
-1 6.
4'
-1 5.
7'
-1 9.
4'
-1 8.
8'
-1 8.
3'
-1 7.
6'
-1 7.
0'
-1 6.
3'
-1 7.
5'
-2 2.
0'
-1 5.
9'
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-30
-3
-3
-3 0-30
-30
-30
-25
-2
-2
-2
-25
-2
-25
-2 5-2
-2
-2
-2
-25-2 5-2
-25
-25
-2
-25 -2
-2
-2
-25
-25
-2 5-2
-25
-2
-25
-2
-25 -25
-2
-25 -25-2
-2
-25
-2
-2 5-2
-2
-25-25
-2
-2 5 -2
-2
-2 5-25
-2 5-2
-2
-2 5-25
-25
-2
-2
-25
-2
-2
-2
-25-2
-2 5-2
-25
-2
-25-25 -2
-25
-2
-2
-2
-2
-2
-25-25
-2
-2 5-25
-25-25
-2 5-25
-2
-25
-2
-2
-2
-25-2 5-25-2
-2 5-25
-25-25
-25
-2
-2
-25 -25
-2
-2
-25-25-2 5-2
-2 5-25-25
-2
-25 -25
-2 5-25
-2
-20 -20-
20-20 -2 0-20
-20 -20 -20 -20-2
0-2 0-2
0 -2 -20
-20-2 0-20
-20- 20-20
-2 0-20-20
-20-2 0-2
0- -20-20-2
-20 -20-2
0-2 -20
-20 -20-
-20 -20
-20- 20-20
-2 -20
-20 -20
-2 0 -20 -2
-2 0 -2
0-20 -20
-20 -20
-20 -20
-20 -2 0 -2
0 -2 0 -2
0-20 -20
-20 -2 0 -2
0 -2 0 -2
-2 0-
-20
-20 -20
-2 -20
-20-2
-20 -20
-15-15 -15
-1
-15
-15-15
-1
-1
-15 -15
-15 -15
-1
-15 -15
-15
-15-15 -1
-15 -15
-15 -15
-15 -15-15-15
-15
-1
-1
-15 -15
-15 -15-15
-1
-15
E 6,178,000
E 6,179,000
E 6,180,000
E 6,181,000 E 6,181,000
E 6,180,000
E 6,179,000
E 6,178,000
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
N ,9
,0
SHORELINE
MCGRATH STATE BEACH
NEARSHORE P
LACEMENT A
REA
-20'
-25'
A
B
C
D
CAMPGROUND
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:33:03 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-103.dgn
A R
S H
O R
E P
L A
C E
M E
N T A
R E
A
H Y
D R
O G
R A
P H
IC
C
O N
D
IT
IO
N S
U R
V E
Y
C -1
.d g n
A1
HYDROGRAPHIC CONDITION SURVEY NEARSHORE PLACEMENT AREA JAN 2018
SCALE: 1"=200' HORIZ. 400'0 200'
NORTH
PLAN
TRUE N
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
C-103
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
AREA F
AREA H
AREA G
AREA B
AREA D
AREA E
AREA C
AREA A
AREA I
-40
-40
-40
-40
-12
-25
-30
-40
M
ID
D L E
JE
T T Y
S O
U T
H J
E T
T Y
N O
R T
H J
E T
T Y
S P
U R
N O
R
TH
JETTY
TR
AN
SITIO
N
T R
A N S
IT
IO
N
N O D
R
ED
G E
DETACHED B
REAKWATER
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:33:08 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-104.dgn
C-104
C -1
.d g n
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INDEX TO CROSS SECTIONS
IN
D
E X T
O C
R O
S S S
E C
T
IO
N S
NORTH
PLAN
TRUE N
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
SHEET NOTES
NOT FOR CONSTRUCTION OR NAVIGATION.
THIS SHEET PROVIDED FOR CROSS-SECTION ORIENTATION PURPOSES ONLY. 1.
SCALE: 1" = 100' 100' 200'0
A1
C-301
E1
C-301
A6
C-301 C6
C-301
A1
C-302
A6
C-302
A1
C-303
A6
C-303
A1
C-304
A1
C-305
-20
-20
D6
C-305
A6
C-305
D1
C-305
D6
C-304
A6
C-304
E2
C-306
C1
C-301
E6
C-301
D1
C-302
D6
C-302 D1
C-303
D6
C-303
A1
C-306
C1
C-307
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N M
L L
W
AREA A
DREDGE LIMITS (TYP.)
(TYP.)
SLOPE
DREDGE
2' ALLOWABLE OVERDEPTH (TYP.)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:33:49 AM 12/17/2018
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C -3
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A1
CROSS SECTION STA. 1+50
SCALE: 1'=100' HORIZ., 1"=10' VERT. 100' 200'0
10' 20'0
10' 20'0
100' 200'0
CROSS SECTION STA. 3+00
SCALE: 1'=100' HORIZ., 1"=10' VERT.
C1
10' 20'0
100' 200'0
CROSS SECTION STA. 4+50
SCALE: 1'=100' HORIZ., 1"=10' VERT.
E1
10' 20'0
100' 200'0
CROSS SECTION STA. 6+00
SCALE: 1'=100' HORIZ., 1"=10' VERT.
A6
10' 20'0
100' 200'0
CROSS SECTION STA. 7+50
SCALE: 1'=100' HORIZ., 1"=10' VERT.
C6
10' 20'0
100' 200'0
CROSS SECTION STA. 9+00
SCALE: 1'=100' HORIZ., 1"=10' VERT.
E6C-104
E4
C-104
E3
C-104
F3
C-104
E4
C-104
E4
C-104
D5
LEGEND
S T
A T
O
C R
O S
S S
E C
T
IO
N S
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
(TYP.)
SLOPE
DREDGE
(TYP.)
LIMITS
DREDGE
AREA
DREDGE
NO
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA C AREA B
AREA B
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA C AREA B
AREA B
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500
-10
-20
-30
-40
-50 E
L E
V A
T
IO
N M
L L
W
AREA C AREA B
AREA B
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 650-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA F
AREA B
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:33:54 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-302.dgn
C-302
C -3
.d g n
D1 D6
A1 A6
CROSS SECTION STA 10+50
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.
CROSS SECTION STA. 12+00
CROSS SECTION STA. 13+50
CROSS SECTION STA. 15+00
100' 200'0
100' 200'0 100' 200'0
100' 200'0
10' 20'0 10' 20'0
10' 20'010' 20'0
C-104
D5
C-104
D5
C-104
D5
C-104
D6
S T
A T
O
C R
O S
S S
E C
T
IO
N S
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 650-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA B AREA E
AREA F
-10
-20
-30
-40
-50
0 100 200 300 400 450-100-200-300-400-500
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA D AREA B AREA E
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500-600-650
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA D
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500-600-650
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA D
DREDGE LIMITS (TYP.)
(TYP.)
SLOPE
DREDGE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:33:59 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-303.dgn
C-303
C -3
.d g n
D1 D6
A1 A6
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.
CROSS SECTION STA. 18+00
CROSS SECTION STA. 19+50
CROSS SECTION STA. 21+00
100' 200'0
100' 200'0 100' 200'0
100' 200'0
10' 20'0 10' 20'0
10' 20'010' 20'0
CROSS SECTION STA. 16+50
C-104
C6
C-104
C6
C-104
C7
C-104
C7
S T
A T
O
C R
O S
S S
E C
T
IO
N S
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
AREA F
LIMITS
DREDGE
(TYP.)
SLOPE
DREDGE
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
-40
-50
0 100 200 300-100-200-300-400-500-600-650
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA D
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700 800
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
AREA H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:04 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-304.dgn
C-304
C -3
.d g n
A1 A6
D6
CROSS SECTION STA. 22+50 CROSS SECTION STA. 37+50
CROSS SECTION STA. 39+00
SCALE: 1"=100' HORIZ., 1"=10" VERT. SCALE: 1"=100' HORIZ., 1"=10" VERT.
SCALE: 1"=100' HORIZ., 1"=10" VERT. 100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
C-104
C8
C-104
C4
C-104
C4
S T
A T
O
C R
O S
S S
E C
T
IO
N S
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
SLOPE
DREDGE
DREDGE LIMITS (TYP.)
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700 800 900 1000
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
AREA H
AREA I
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700 800 900 1000
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
AREA H
AREA I
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700 800 900 1000
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
AREA H
AREA I
-10
-20
-30
-40
-50
0 100 200 300 400 500 600 700 800 900 1000
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L L
W
AREA G
AREA H
AREA I
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:08 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-305.dgn
C-305
C -3
.d g n
D1 D6
A1 A6
CROSS SECTION STA 40+50
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.
CROSS SECTION STA. 42+00
CROSS SECTION STA. 43+50
CROSS SECTION STA. 45+00
100' 200'0
100' 200'0 100' 200'0
100' 200'0
10' 20'0 10' 20'0
10' 20'010' 20'0
C-104
C4
C-104
C3
C-104
C2
C-104
C3
S T
A T
O
C R
O S
S S
E C
T
IO
N S
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
JETTY GRADE
APPROXIMATE NORTH
ROCK SILL
OF EXISTING
CONFIGURATION
APPROX.
DREDGE LIMIT
SEE DETAIL A1
ROCK SILL NOT SHOWN,
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
AREA F
L
IN
E
-4
L
IN
E
-1
-10
-20
-30
-40
-50
0 50 100 150 200 250-50-100-150-200
HORIZONTAL DISTANCE (FT)
-10
-20
-30
-40
-50
CL
BREAKWATER
ROCK SILL
BREAKWATER NORTH JETTY
E L E
V A
T
IO
N M
L L
W
-10
-20
0 100 200 250
-10
-20
E L E
V A
T
IO
N M
L L
W
AREA F
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:12 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-306.dgn
C-306
C -3
.d g n
A1
ROCK SILL CROSS SECTION
20' 40'0SCALE: 1"=20' HORIZ., 1"=10' VERT.
10' 20'0
C-103
B5
E2
CROSS SECTION STA. 36+00
C-104
A5
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
0 5' 10'
SCALE: 1"=50' HORIZ., 1"=5' VERT. 50' 100'0
R O
C K S
IL
L C
R O
S S S
E C
T
IO
N S
PERFORMED IN 2009.
BREAKWATER GRADE AND CONFIGURATION VARIES. LAST REPAIR 2.
SILL HAS THE POTENTIAL TO SHOAL TO 0 FT MLLW.
WHEN DREDGING IN THE SILL AREA. AREA IN THE VICINITY OF THE ROCK
CREST OF SILL APPROXIMATELY -12.5 FT MLLW. USE EXTREME CAUTION
ACTUAL GRADE AND CONFIGURATION OF ROCK SILL VARIES. ELEVATION OF 1.
SHEET NOTES
LIMITS
DREDGE
OVERDEPTH (TYP.)
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
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
HORIZONTAL DISTANCE (FT)
E L E
V A
T
IO
N M
L L
W AREA A
AREA B AREA D
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:17 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_C-307.dgn
C-307
C -3
.d g n
C1
STATIONING IS BASED ON CHANNEL CONTROL LINE1.
SHEET NOTES
PROFILE ALONG MAIN CHANNEL ALIGNMENT
SCALE: 1"=100' HORIZ., 1"=10' VERT. 100' 200'0
10' 20'0
M A
IN
C
H A
N N
E L P
R O
F
IL
E
USACE CONDITION SURVEY MAY 2018
USACE PRE DREDGE SURVEY JANUARY 2018
LEGEND
C-104
F3
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y
0 340
APPROX. SLOPE
ANTICIPATED
VARIES. SEE NOTE 3
BEACH FILL WIDTH
(VARIES)
EXISTING GROUND LINE
APPROXIMATE SHORELINE (VARIES)
(VARIES)
GROUND LINE
APPROX. EXISTING
SHORELINE WILL VARY.
DISTANCE FROM
ELEVATIONS.
AND MIN (-28 FT MLLW)
MLLW)
BOUNDED BY MAX (-15 FT
ZONE
NEAR SHORE PLACEMENT
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
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
M.H
M.H
M.H
. LO
T
P A R
K
IN
G
S T
A T
E P
A R
K P
R O
P E
R T
Y L
IN
E
SOUTH BEACH PLACEMENT AREA
PARKING AREA
SURFER'S KNOLL
PUBLIC PARKING AREA
SPINNAKER DRIVE
PROTECT IN P
LACE
8 IN. S
EWER LINE AND MANHOLES
S O
U T
H B
E A
C H G
R O
IN
S O
U T
H J
E T
T Y
NEARSHORE P
LACEMENT A
REA
HARBOR BLVD
E=6,181,789
N=1,910,756
E=6,179,129
N=1,910,670
,9
,0
,9
,0
,9
,0
,9
,0
,9
,0
,9
,0
,9
,0
,9
,0
6,176,500 6,176,500
6,178,500
6,180,5006,180,500
6,178,500
SANTA
CLARA
RIVER
N O
R
TH
JETTY
DETACHED BREAKWATER
SOUTH JETTY BEACH
STORAGE AREA
CONTRACTOR'S
PIPELINE CORRIDOR
50' WIDE DISCHARGE
MCGRATH
STATE BEACH
CONTRACTOR'S
MOORING
AREA
SOUTH BEACH
-10
-15 0 500 1000 1500 2000 2500
HORIZONTAL DISTANCE (FT)
-10
-15
BEACH
FILL
1:100
1:20
E L E
V A
T
IO
N M
L L
W 0
-10
-20
-30 0 500 1000 1500 2000 2500
-10
-30
HORIZONTAL DISTANCE (FT)
-15 FT MLLW
-28 FT MLLW
E L E
V A
T
IO
N M
L L
W
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:21 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_CB101.dgn
CB101
C B .d g n
A1
BEACHFILL SECTION
TYPICAL
SCALE: 1"=400' HORIZ., 1"=10' VERT.
A4
NEARSHORE PLACEMENT SECTION
TYPICAL
SCALE: 1"=400' HORIZ., 1"=10' VERT.
D1 0 600' 1200'
800'0 400' 800'0 400'
10' 20'010' 20'0
NORTH
PLAN
TRUE N
PLACEMENT AREAS
SCALE: 1"=600'
CB101
F9
P L
A N A
N D C
R O
S S -S
E C
T
IO
N S
P L
A C
E M
E N
T A
R E
A S
R O
N A
L D K R
IA
C H P .E
J J
A C
K S
O N
J J
A C
K S
O N
J R
Y A
N
CB101
E3
DREDGE AREAS
VEGETATED AREA, DUNE
NEAR SHORE PLACEMENT AREA
BEACH PLACEMENT AREA
LEGEND
EQUIPMENT.
SAFE DRAFT AND SAFETY CLEARANCE LIMIT FOR CONTRACTORS PLACEMENT
7. NEARSHORE PLACEMENT MOUND MAXIMUM ELEVATION WILL NOT EXCEED
6. MAINTAIN A BUFFER OF 200 FT. FROM THE SANTA CLARA RIVER ESTUARY.
LINE, UNLESS AUTHORIZED BY THE CONTRACTING OFFICER.
5. NO WORK ALLOWED ON THE BEACH SOUTH OF THE STATE PARK PROPERTY
OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
PLACEMENT. THE BEACH PLACEMENT WILL OCCUR AT SOUTH BEACH UNLESS
4. THE CONTRACTOR MAY ELECT EITHER BEACH PLACEMENT OR NEARSHORE
WITH CONTRACTING OFFICER FOR PLACEMENT, LOCATION, AND DIMENSIONS.
3. FOR EACH DREDGE CYCLE, COORDINATE
2. LENGTH AND WIDTH OF PLACEMENT AREAS ARE APPROXIMATE.
LOCATION TO BE DETERMINED BY VENTURA PORT DISTRICT OFFICIALS.
1. APPROXIMATE LOCATION OF CONTRACTOR STORAGE AREAS SHOWN. EXACT
SHEET NOTES
A1
CB101
A4
CB101
SOUTH BEACH PLACEMENT AREA
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
IN
T E
N A
N C
E D
R E
D G
IN
G
V E
N T
U R
A H
A R
B O
R
V E
N T
U R
A C
O U
N T
Y
C A
L
IF
O R
N
IA
W P
L -1
-B -0
D E
C E
M B
E R
F
IL
E N
A M
E
C A
D F
L O
S A
N G
E L E
S
C A
L
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PARKING AREA
SURFER'S KNOLL
PUBLIC PARKING AREA
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S O
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E=6,179,129
N=1,910,670
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6,178,500
M.H.
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6,179,500
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CONTRACTOR'S
STORAGE
AREA
P A R
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N O
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DETACHED BREAKWATER
N O
R T
H J
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S P
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SOUTH JETTY BEACH
AREA
MOORING
CONTRACTOR'S
SEE SHEET C 101
DREDGE AREAS (TYP.),
STORAGE AREA
OUTRIGGER CANOE
RESTRICTIONS
DREDGING - FOR PIPELINE CORRIDOR
SPECIFICATION SECTION 35 20 23 -
PIPELINE CORRIDOR, SEE
DISCHARGE
BURY PIPELINE WITHIN 50' WIDE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:34:26 AM 12/17/2018
...\FY19 Dredge\3.0 Design and Engineering Products\CAD\Drawings\Sheets\335532_CB102.dgn
CB102
C B .d g n
A1
SOUTH BEACH PLACEMENT AREA
SCALE: 1"=200' 400'0 200'
NORTH
PLAN
TRUE N
S O
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H B
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C H P
L A
C E
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N T A
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C H P .E
J J
A C
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J J
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K S
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J R
Y
| 335532_G-001 |
| 335532_G-002 |
| 335532_C-101 |
| 335532_C-102 |
| 335532_C-103 |
| 335532_C-104 |
| 335532_C-301 |
| 335532_C-302 |
| 335532_C-303 |
| 335532_C-304 |
| 335532_C-305 |
| 335532_C-306 |
| 335532_C-307 |
| 335532_CB101 |
| 335532_CB102 |
File details come from the government source that posted it.