Plans_W912PL22B0001_Ventura Dredging.pdf
PDF 7 MB Posted
- Attached to
- Ventura Harbor Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912PL22B0001
About this file
This federal contract opportunity solicitation seeks maintenance dredging services for Ventura Harbor in California. The project involves annual dredging of the federal navigation channel and sand trap, with placement of suitable dredged material at nearby downcoast beaches. The typical quantity to be dredged ranges from 350,000 to 750,000 cubic yards per cycle. The proposed three-year contract includes one base dredging period and two option periods, with each cycle requiring approximately 60 days to complete. Proposers must have the capacity to dredge 20,000 cubic yards per day and experience working in similar marine environments. Services include dredging material ranging from fines to cobbles to a depth of -40 feet MLLW. The solicitation will be issued on November 9th, with a bid opening on December 9th and anticipated award within 14 days thereafter. Proposers must meet all bonding and equipment certification requirements, and have the necessary air quality permits.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract_W912PL-22-B-0001_Ventura Dredging_10Dec2021_.pdf | ||
| W912PL22B0001_Am01_Ventura Dredging_.pdf | ||
| Spec_W912PL22B0001_Ventura Dredging_.pdf |
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MAINTENANCE DREDGING
VENTURA HARBOR
VENTURA COUNTY, CALIFORNIA
W912PL22B0001
NOVEMBER 2021
LOS ANGELES DISTRICT
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U .S
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
CHIEF
CHIEF
THIS SET.
RECOMMENDATION OF ALL DRAWINGS IN
SIGNATURES INDICATE OFFICIAL
AS REQUIRED BY ER 1110-1-8152.
SCOPE OF THEIR EMPLOYMENT
PROJECT DOCUMENTS WITHIN THE
INDIVIDUALS APPEAR ON THESE
AND REGISTRATION DESIGNATIONS OF
ENGINEERS. THE INITIALS OR SIGNATURES
LOS ANGELES DISTRICT CORPS OF
THIS PROJECT WAS DESIGNED BY THE
DISTRICT ENGINEER
ENGINEERING DIVISION
DESIGN BRANCH
PREPARED UNDER THE DIRECTION OF:
APPROVED BY: DATE:
DATE:SUBMITTED BY:
COLONEL JULIE A. BALTEN
200'
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A1
SCALE: 1" = 600'
SITE PLAN
SOUTH BEACH PLACEMENT AREACB102C-2089
PLACEMENT AREA PLAN AND CROSS SECTIONCB101C-2088
ROCK SILL CROSS SECTIONSC-306C-2087
CROSS SECTIONS STATION 43+50 TO STATION 45+00C-305C-2086
CROSS SECTIONS STATION 37+50 TO STATION 42+00C-304C-2085
CROSS SECTIONS STATION 19+50 TO STATION 22+50C-303C-2084
CROSS SECTIONS STATION 13+50 TO STATION 18+00C-302C-2083
CROSS SECTIONS STATION 1+50 TO STATION 12+00C-301C-2082
MAIN CHANNEL PROFILEC-201C-2081
INDEX TO CROSS SECTIONSC-103C-2080
HYDROGRPHIC CONDITION SURVEY C-102C-2079
GENERAL PLAN AND SURVEY CONTROLC-101C-2078
INDEX TO DRAWINGS, GENERAL NOTES, AND SITE PLANG-002C-2077
COVER SHEETG-001C-2076
TITLESHEET NUMBERFILE NUMBER
INDEX TO DRAWINGS
V E
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A F
W Y
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D E L L A
V E
HARBOR
BLV
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SOUTH BEACH PLACEMENT AREA
PUBLIC P
ARKING AREA
SPINNAKER DRIVE
8 IN. S
EWER LINE AND MANHOLES
PROTECT IN P
LACE
PARKING AREA
SURFER'S KNOLL
VENTURA HARBOR
M.H.
M.H.
M.H.
CAMPGROUND
S O
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H J
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T Y
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E P
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K P
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IN
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SANTA
CLARA
RIVER
SOUTH JETTY BEACH
(AS NEEDED)
EQUIPMENT ACCESS
PIPELINE CORRIDOR
50' WIDE DISCHARGE
STORAGE AREA,
CONTRACTOR'S
LOCATION OF
APPROXIMATE
AREA
MOORING
CONTRACTOR'S
MCGRATH STATE BEACH
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U .S
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0 600' 1200'
NORTH
PLAN
LEGEND
DREDGE AREAS
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL.7.
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 (STATION ID 9411270)
VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001, RINCON 4.
UNITS: US SURVEY3.
PROJECTION: CA ZONE V2.
HORIZONTAL DATUM: NAD 1983 EPOCH 2003.51.
GENERAL SHEET NOTES
TRUE N
02+0
1+0
0+0
2+00
1+00
0+00
3+00
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3.5 INCH BRASS DISK
16.49
6,178,359.801,914,205.97
RESET
SOUTH JETTY
3 INCH BRASS DISK16.286,178,722.511,915,392.89NPS
3.5 INCH BRASS DISK14.356,179,416.111,916 727.503 46 VC
COPPERWELD19.626,177,664.941,915,266.29VN 13
3.5 INCH BRASS DISK16.216,178,749.231,914,166.19VN10
3.5 INCH BRASS DISK12.536,178,299.321,916,983.69VN 9
3.5 INCH BRASS DISK20.656,178,206.761,915,964.39VN 8
2 INCH BRASS DISK14.416,179,382.141,916,172.24P 2134
2 INCH BRASS DISK17.016,179,311.321,916,644.13P 2133
2 INCH BRASS DISK14.426,179,000.281,916,657.79P 2132
DESCRIPTION
(MLLW)
ELEVATION
(Y)
EASTING
(Y)
NORTHING
PT
BREAKWATER45+006,176,797.91,915,896.0V
BREAKWATER30+006,177,058.41,914,418.8IV
CHANNEL25+006,176,978.81,913,853.6III
CHANNEL2+306,178,339.91,915,663.8II
CHANNEL0+006,178,557.01,915,739.6I
NAMESTATION
(Y)
EASTING
(Y)
NORTHING
PT
6,177,494.51,914,789.5606,177,765.91,914,650.735
6,177,539.51,914,782.3596,177,978.81,914,933.834
6,177,806.91,915,137.9586,178,014.91,914,981.733
6,177,997.21,914,675.6576,178,432.51,915,537.232
6,178,114.61,914,831.8566,178,516.81,915,566.731
6,177,646.41,916,062.4556,178,454.21,915,863.030
6,177,441.11,916,018.8546,178,247.51,915,790.529
6,177,426.31,916,015.9536,177,774.71,915,162.228
6,177,274.41,915,983.7526,177,819.01,915,054.227
6,177,244.91,915,977.5516,177,565.71,914,717.326
6,177,048.01,915,935.8506,177,453.91,914,735.025
6,177,007.31,915,860.0496,177,375.81,914,747.524
6,177,049.71,915,136.3486,177,270.51,914,818.723
6,177,025.01,915,276.0476,177,188.81,914,831.522
6,177,023.11,915,137.2466,177,085.41,914,932.821
6,177,075.21,914,840.7456,177,127.41,914,926.320
6,177,130.71,914,676.3446,177,098.51,915,090.319
6,177,252.71,914,467.6436,177,128.71,915,123.518
6,177,271.11,914,363.6426,177,122.21,915,209.817
6,177,257.31,914,300.3416,177,367.91,915,170.716
6,177,023.41,913,989.0406,177,404.31,914,925.015
6,177,341.31,913,750.1396,177,428.31,915,252.714
6,177,619.51,914,028.7386,177,552.31,915,421.013
6,177,548.01,914,435.8376,177,564.11,915,437.112
6,177,704.51,914,644.1366,177,731.11,915,663.511
(Y)
EASTING
(Y)
NORTHING
PT#
(Y)
EASTING
(Y)
NORTHING
PT#
A1
GENERAL PLAN
SCALE: 1"=200'
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0+00
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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
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S O
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N O
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59 26
43 42 41
N O
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JETTY
TR
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SITIO
N N
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G E
DETACHED B
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P 2133
P 2132
P 2134
VN 9
VN 8
VN 10
ANCHOR'S WAY DRIVE
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
SOUTH JETTY BEACH
LOCATION
MOORING
SHORELINE
ABANONED UNOCAL PIPELINES
ABANDONED UNOCAL PIPELINES
SHORELINE
NORTH
PLAN
400'0 200'
TRUE N
ISLAND (STATION ID 9411270)
VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001, RINCON 4.
UNITS: US SURVEY3.
PROJECTION: CA ZONE V2.
HORIZONTAL DATUM: NAD 1983 EPOCH 2003.51.
SHEET NOTES
LEGEND
-40
SURVEY MONUMENT
NAVIGATION LIGHT
EXISTING ROCK SILL
MAX. ADVANCE MAINT. DEPTHS.
CHANNEL DEPTHS.
DREDGE AREA BOUNDARIES
SURVEY CONTROL
DREDGE CONTROL LINES
DREDGE LIMITS
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
-20
-20
I
II
III
IV
V
-20
02+0
1+0
0+0
2+00
1+00
0+00
3+00
A N
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SCALE: 1"=200'
HYDROGRAPHIC CONDITION SURVEY
-4
-4
-4
-40 -4
-40
-4
-35
-35
-3
-35
-3
-3
-30
-3
-30
-30
-3
-3
-3
-3
-3
-3
-2
-25
-2
-25
-25
-25
-2
-25
-25
-25
-25
-25
-2
-2
-2
-2
-2
-20
-20
-2
-2
-2
-20
-2
-2
-1
-1
-1
-1
-15
-1
-1
-1
-1
-15
-15
-15
-10
-1
-10
-1
-1
-1
-10
-1
-1
-10
-10
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-5 .6
-3 .8
-4 .3
-1 0.
-9 .1
-9 .8
-1 0.
-1 4.
-1 1.
-7 .5
-1 0.
-1 4.
-3 .4
-1 5.
-1 4.
-1 0.
-2 3.
-2 3.
-2 0.
-2 2.
-2 8.
-2 3.
-4 0.
-4 0.
-3 9.
-2 6.
-3 2.
-2 4.
-2 3.
-2 4.
-2 3.
-2 3.
-3 2.
-3 1.
-3 5.
-2 4.
-3 1.
-2 4.
-2 4.
-2 4.
-2 3.
-2 3.
-3 1.
-3 6.
-2 7.
-2 5.
-2 6.
-6 .4
-8 .0
-5 .4
-8 .4
-5 .2
-1 1.
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-3 6.
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-7 .0
-2 .6 -6
.3
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-9 .1
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-0 .7
-0 .4
-2 .0
-1 .8
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-0 .8
-1 6.
-1 4.
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-8 .0 -8
.8
-1 1.
-1 0.
-4 .2
-5 .2
-3 .3 -1
.1 -2 .3
-2 1.
-2 1.
-6 .8
-6 .0
-6 .7
-1 4.
-1 .3
-0 .8
-1 .4
-2 .0
-2 .1
-3 .6
-4 .9
-2 .3
-1 .4
-1 .8
-1 9.
-1 3.
-2 8.
-3 8.
-3 8.
-1 .4-1
.7 -7 .7
-1 0.
-8 .2
-6 .3
-1 8.
-1 4.
-2 0.
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-2 0.
-9 .3-9
.4 -9 .1
-1 1.
-1 0.
-8 .8 -8 .8
-7 .4
-8 .0
-2 2.
-2 1.
-2 2.
-2 2.
-2 2.
-1 2.
-1 4.
-1 3.
-1 3.
-1 3.
-1 4.
-1 3.
-1 3.
-1 3.
-1 3.
-1 2.
-1 3.
-1 2.
-1 4.
-1 9.
-1 8.
-1 4.
-1 3.
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-1 1.
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-1 6.
-1 5.
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-1 3.
-1 2.
-1 3.
-1 0.
-1 7.
-9 .0
-1 3.
-1 0.
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-1 7.
-1 9.
-1 9.
-1 9.
-2 0.
-1 6.
-9 .2
-1 9.
-2 0.
-2 0.
-2 .7
-7 .6 -4
.3
-4 .5-3
.1
-1 2.
-7 .8
-1 3.
-1 3.
-1 3.
-1 8.
-2 0.
-1 2.
-8 .7
-1 2.
-1 3.
-8 .0
-1 3.
-1 3.
-1 3.
-2 0.
-2 0.
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-6 .0
-1 0.
-1 3.
-1 3.
-1 4.
-1 3.
-1 3.
-1 4.
-1 3.
-1 3.
-1 3.
-1 3.
-1 4.
-1 3.
-1 3.
-1 3.
-1 4.
-1 4.
-1 5.
-1 4.
-1 7.
-1 7.
-1 4.
-1 3.
-1 4.
-1 4.
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-1 2.
-1 4.
-9 .8
-1 5.
-1 1.
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-8 .4
-9 .3 -7
.1 -7 .9
-7 .1
-1 1.
-1 2.
-1 1.
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-1 0.
-1 0.
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-1 4.
-1 3.
-1 5.
-1 8.
-1 7.
-1 8.
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-1 6.
-1 5.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
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-1 3.
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-5 .9
-7 .5
-5 .3
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-2 0.
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-2 .9
-7 .0
-1 9.
-1 4.
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-5 .9
-4 .9
-5 .2
-2 0.
-1 8.
-1 9.
-1 5.
-5 .6
-1 1.
-2 0.
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-1 9.
-2 0.
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-4 .9
-2 .4
-1 5.
-4 .7
-2 0.
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-2 .6
-1 9.
-1 9.
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-8 .5
-1 7.
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-1 0.
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.2
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-1 2.
-9 .4
-1 3.
-1 3.
-1 3.
-2 0.
-2 1.
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-1 5.
-1 8.
-8 .6-5
.1
-1 6.
-2 1.
-2 0.
-5 .0
-1 2.
-1 3.
-1 3.
-1 3.
-1 3.
-1 3.
-1 9.
-2 0.
-1 6.
-9 .2
-1 3.
-1 1.
-4 .4
-1 7.
-2 1.
-2 0.
-1 0.
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-2 0.
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-1 .9
-4 .6
-9 .3
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-1 9.
-4 .0
-3 .0
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-1 8.
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-4 .8
-8 .6
-5 .7-7
.2
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-2 .8-5
.8 -2 .8-4
.2
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-7 .2
-6 .4
-2 0.
-2 0.
-1 9.
-1 2.
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-2 0.
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-2 9.
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-1 4.
-2 6.
-1 8.
-2 4.
-2 3.
-2 8.
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-3 4.
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-1 4.
-1 2.
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-2 7.
-2 6.
-2 9.
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-2 1.
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-2 5.
-3 9.
-3 9.
-3 9.
-4 0.
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-3 2.
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-3 8.
-3 1.
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-1 2.
-1 0.
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-1 8.
-1 9.
-1 5.
-1 7.
-3 6.
-3 0.
-3 1.
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-3 8.
-3 8.
-3 7.
-3 3.
-3 6.
-2 2.
-2 5.
-3 3.
-3 4.
-2 9.
-2 6.
-2 3.
-2 8.
-2 8.
-2 9.
-2 9.
-3 1.
-3 4.
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-2 8.
-2 9.
-3 8.
-3 8.
-3 8.
-3 6.
-3 7.
-2 8.
-2 3.
-3 0.
-2 9.
-2 7.
-1 9.
-2 8.
-2 0.
-2 2.
-2 2.
-3 8.
-3 7.
-3 0.
-3 8.
-3 8.
-3 9.
-1 6.
-3 0.
-1 3.
-1 9.
-1 3.
-3 5.
-3 1.
-3 8.
-3 8.
-3 8.
-3 2.
-3 7.
-2 9.
-3 0.
-2 7.
-3 1.
-3 2.
-2 5.
-3 6.
-3 8.
-3 8.
-2 7.
-3 1.
-2 4.
-2 2.
-2 1.
-3 2.
-3 5.
-3 1.
-2 9.
-3 0.
-3 8.
-3 8.
-3 8.
-3 7.
-3 8.
-3 1.
-3 9.
-3 9.
-3 9.
-4 1.
-4 0.
-3 6.
-3 3.
-3 8.
-4 0.
-3 9.
-2 8.
-1 9.
-3 6.
-3 1.
-3 3.
-1 4.
-3 2.
-1 3.
-1 5.
-1 2.
-3 3.
-3 2.
-3 2.
-3 2.
-3 2.
-3 3.
-2 4.
-1 3.
-1 6.
-3 1.
-3 2.
-2 6.
-2 5.
-2 8.
-2 7.
-3 0.
-3 1.
-3 3.
-3 2.
-3 3.
-3 2.
-3 1.
-3 1.
-2 0.
-2 1.
-1 3.
-1 2.
-1 5.
-2 6.
-2 5.
-2 3.
-2 3.
-1 9.
-1 3.
-3 1.
-3 2.
-3 3.
-3 2.
-3 2.
-3 1.
-3 2.
-3 2.
-3 2.
-3 3.
-3 3.
-3 3.
-3 3.
-3 3.
-3 3.
-3 3.
-3 3.
-2 9.
-3 2.
-3 3.
-3 2.
-3 2.
-3 2.
-1 8.
-3 2.
-3 3.
-3 2.
-3 2.
-3 2.
-3 2.
-3 2.
-2 6.
-2 5.
-2 4.
-3 3.
-2 9.
-3 3.
-2 7.
-3 2.
-2 8.
-2 1.
-2 7.
-3 2.
-3 0.
-2 9.
-3 2.
-2 9.
-1 3.
-1 9.
-1 4.
-1 2.
-2 4.
-1 9.
-2 3.
-1 4.
-1 9.
-2 2.
-3 7.
-3 7.
-3 6.
-3 2.
-3 4.
-2 6.
-2 3.
-2 9.
-3 5.
-3 2.
-2 8.
-2 4.
-3 0.
-2 8.
-3 0.
-3 1.
-3 1.
-3 0.
-2 3.
-2 2.
-2 1.
-2 3.
-1 5.
-1 9.
-2 0.
-2 1.
-1 9.
-1 9.
-2 0.
-2 9.
-2 3.
-3 3.
-3 4.
-3 3.
-1 2.
-1 1.
-2 2.
-3 5.
-3 5.
-3 4.
-3 2.
-3 3.
-2 7.
-2 9.
-3 3.
-3 1.
-3 2.
-3 0.
-3 0.
-2 5.
-2 7.
-3 1.
-3 1.
-3 0.
-2 6.
-4 0.
-2 7.
-2 9.
-2 7.
-3 1.
-2 7.
-2 4.
-2 6.
-2 7.
-2 8.
-2 5.
-1 6.
-9 .9
-1 5.
-3 4.
-2 1.
-2 5.
-2 8.
-1 6.
-1 6.
-2 3.
-2 5.
-2 6.
-2 5.
-2 4.
-2 5.
-3 5.
-3 7.
-3 2.
-2 7.
-2 9.
-1 0.
-1 1.
-1 9.
-1 9.
-2 0.
-2 4.
-1 4.
-1 2.
-1 3.
-3 9.
-1 4.
-1 5.
-1 3.
-1 4.
-1 2.
-2 5.
-2 6.
-2 5.
-2 5.
-2 4.
-2 2.
-2 8.
-3 4.
-3 5.
-2 5.
-2 1.
-2 3.
-2 4.
-2 7.
-2 6.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 9.
-4 0.
-3 9.
-3 9.
-3 9.
-3 5.
-3 7.
-3 2.
-2 7.
-2 9.
-3 8.
-3 8.
-3 8.
-3 7.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 7.
-3 7.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-2 5.
-2 5.
-2 4.
-2 4.
-2 4.
-3 1.
-3 5.
-2 8.
-2 6.
-2 7.
-3 8.
-2 1.
-2 0.
-1 8.
-8 .3
-1 1.
-1 3.
-2 0.
-1 8.
-2 0.
-2 0.
-3 9.
-3 5.
-3 9.
-3 9.
-3 9.
-1 4.
-1 6.
-2 3.
-1 6.
-3 9.
-3 5.
-3 9.
-3 9.
-3 9.
-9 .7 -1
5.
-2 4.
-1 6.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-1 5.
-8 .8
-8 .3
-7 .1
-2 0.
-1 3.
-1 2.
-1 2.
-1 1.
-8 .8
-1 0.
-2 4.
-2 1.
-2 4.
-1 3.
-1 9.
-2 7.
-2 1.
-2 7.
-2 3.
-2 5.
-3 4.
-3 9.
-3 9.
-4 0.
-3 1.
-3 9.
-3 9.
-3 7.
-3 9.
-4 0.
-3 9.
-3 6.
-3 8.
-3 8.
-3 9.
-3 8.
-1 4.
-1 4.
-1 2.
-2 9.
-1 6.
-3 5.
-2 7.
-2 8.
-2 7.
-1 7.
-2 6.
-3 6.
-3 7.
-3 5.
-2 9.
-3 2.
-2 8.
-3 0.
-2 8.
-3 3.
-2 8.
-1 6.
-1 6.
-1 6.
-2 8.
-1 9.
-4 0.
-3 0.
-2 3.
-2 6.
-2 8.
-2 8.
-1 8.
-1 8.
-2 0.
-1 8.
-3 9.
-4 0.
-3 9.
-4 0.
-3 9.
-3 3.
-3 1.
-3 6.
-3 9.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-4 0.
-3 7.
-3 8.
-3 8.
-2 9.
-3 2.
-2 8.
-2 7.
-2 8.
-3 8.
-3 8.
-3 7.
-3 5.
-3 7.
-3 8.
-3 8.
-3 8.
-3 7.
-3 6.
-3 7.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-2 6.
-2 6.
-2 5.
-1 6.
-1 6.
-3 1.
-3 4.
-2 8.
-2 7.
-2 7.
-3 8.
-2 0.
-2 7.
-1 1.
-1 5.
-9 .9
-3 8.
-3 4.
-3 9.
-3 4.
-3 5.
-4 0.
-4 0.
-3 9.
-3 8.
-3 9.
-2 7.
-1 7.
-3 8.
-3 9.
-3 9.
-1 5.
-3 9.
-3 8.
-3 9.
-3 9.
-4 0.
-1 6.
-1 1.
-2 3.
-3 8.
-3 6.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 8.
-3 9.
-3 8.
-3 8.
-3 8.
-1 7.
-2 8.
-2 4.
-3 3.
-3 8.
-3 6.
-1 6.
-1 4.
-2 5.
-2 4.
-2 7.
-3 9.
-3 9.
-3 7.
-1 9.
-3 0.
-3 9.
-3 7.
-3 8.
-3 9.
-3 9.
-1
-1
-1
-2
-4
-1
-25 -20
-1
0+0
1+0
2+0
.9
S T
P
T
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 9+00
10+00
8+ .0
TA
T
E 6,176,500
E 6,177,000
E 6,177,500
E 6,178,000
E 6,178,500
E 6,179,000
E 6,179,500
E 6,180,000
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
TH
JETTY
TR
AN
SITIO
N
T R
A N S
IT
IO
N
N O D
R
ED
G E
DETACHED B
REAKWATER
NAV LT
NAV LT
NAV LT
SOUTH JETTY BEACH
SHORELINE
SHORELINE
SEE NOTE 3
ABANONED UNOCAL PIPELINES,
ABANDONED UNOCAL PIPELINES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NORTH
PLAN
TRUE N
400'0 200'
SHEET NOTES
ELEVATION 83.49 US FEET, MLLW, EPOCH 1983-2001.
ELEVATIONS, ESTABLISHED FROM MONUMENT Y 569 (PID EW5949), WITH 4.
STATION ID 9411270.
MEAN LOWER LOW WATER DATUM IS ESTABLISHED FROM RINCON ISLAND, 3.
COORDINATES ARE CALIFORNIA LAMBERT ZONE V, NAD 1983.2.
CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY - FEBRUARY, 2021.
SOUNDINGS AND ELEVATIONS, IN US SURVEY FEET, INDICATE THE GENERAL 1.
LEGEND
SURVEY MONUMENT
NAVIGATION LIGHT
EXISTING ROCK SILL
MAX. ADVANCE MAINT. DEPTHS.
CHANNEL DEPTHS.
DREDGE AREA BOUNDARIES
-40
-20
2+0
1+0
0+0
2+00
1+00
0+00
3+00
A N
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
B
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
IN
E X
T O
C R
O S
S S
E C
T
IO
N S
C-103
S H
A R
D C
A S
T L
E
J R
Y
C
-1
.d g n
C -2
J R
Y
SCALE: 1" = 100'
INDEX TO CROSS SECTIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
100' 200'0
TRUE N
NORTH
PLAN
SHEET NOTES
NOT FOR CONSTRUCTION OR NAVIGATION.
THIS SHEET PROVIDED FOR CROSS-SECTION ORIENTATION PURPOSES ONLY. 1.
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
AREA B
0+0
1+0
2+0
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
A1
C-301
J1
C-301
A7
C-301 E7
C-301
A14
C-301
A1
C-302
A10
C-302
A1
C-303
A10
C-303
A10
C-304
-20
-20
G1
C-305
A1
C-305
G10
C-304
G1
C-304
A1
C-304
J2
C-306
E1
C-301
J7
C-301
G14
C-301
G1
C-302 G10
C-302
G1
C-303
A1
C-306
C-201
A
L L
O W
A B
L E
O V
E R
D E
P T
H
T Y
P
A N
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
IN
C
H A
N N
E L
P R
O F
IL
E
C-201
S H
A R
D C
A S
T L
E
J R
Y
C
-2
.d g n
C -2
J R
Y
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
-70 -70
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
DREDGE LIMITS (TYP)
AREA A
AREA B AREA D
DREDGE PROFILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
PROFILE ALONG MAIN CHANNEL ALIGNMENT
HORIZ. 1"=10' VERT.1"=100'SCALE:
10' 20'0
100' 200'0
E L
E V
A T
IO
N
M L
L W
HORIZONTAL DISTANCE (FT)
C-103
A1
DREDGE PROFILE
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON CHANNEL CONTROL LINE1.
SHEET NOTES
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A T
IO
N
T O
S T
A T
IO
N
C R
O S
S S
E C
T
IO
N S
C-301
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
(TYP)
SLOPE
DREDGE
DREDGE PRISM (TYP)
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
AREA A
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-500 -400 -300 -200 -100 0 100 200 300
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA C AREA B
AREA B
A
L L
O W
A B
L E
O V
E R
D E
P T
H
-500 -400 -300 -200 -100 0 100 200 300
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA C AREA B
AREA B
A
L L
O W
A B
L E
O V
E R
D E
P T
H
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
CROSS SECTION STATION 1+50
HORIZ, 1"=10' VERT1"=100'SCALE: 10' 20'0
100' 200'0
E1
CROSS SECTION STATION 3+00
HORIZ, 1"=10' VERT1"=100'SCALE:
J1
CROSS SECTION STATION 4+50
HORIZ, 1"=10' VERT1"=100'SCALE:
A7
CROSS SECTION STATION 6+00
HORIZ, 1"=10' VERT1"=100'SCALE:
E7
CROSS SECTION STATION 7+50
HORIZ, 1"=10' VERT1"=100'SCALE:
J7
CROSS SECTION STATION 9+00
HORIZ, 1"=10' VERT1"=100'SCALE:
A14
CROSS SECTION STATION 10+50
HORIZ, 1"=10' VERT1"=100'SCALE:
G14
CROSS SECTION STATION 12+00
HORIZ, 1"=10' VERT1"=100'SCALE:
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
C-103
P6
C-103
P5
C-103
N6
C-103
M8
C-103
N8
C-103
N6
C-103
M10
C-103
M11
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON CHANNEL CONTROL LINE1.
SHEET NOTES
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
10' 20'0
100' 200'0
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
N S
C-302
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
-500 -400 -300 -200 -100 0 100 200 300
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA C AREA B
AREA B
(TYP)
SLOPE
DREDGE
A
L L
O W
A B
L E
O V
E R
D E
P T
H
DREDGE PRISM
-300 -200 -100 0 100 200 300 400 500 600
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
NO
DREDGE
AREA
AREA B
-300 -200 -100 0 100 200 300 400 500 600
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA B AREA E
AREA F
NO
DREDGE
AREA
-500 -400 -300 -200 -100 0 100 200 300 400
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA D AREA B AREA E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
CROSS SECTION STATION 13+50
HORIZ, 1"=10' VERT1"=100'SCALE: 10' 20'0
100' 200'0
G1
CROSS SECTION STATION 15+00
HORIZ, 1"=10' VERT1"=100'SCALE:
A10
CROSS SECTION STATION 16+50
HORIZ, 1"=10' VERT1"=100'SCALE:
G10
CROSS SECTION STATION 18+00
HORIZ, 1"=10' VERT1"=100'SCALE:
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
C-103
L11
C-103
J11
C-103
J14
C-103
J12
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON CHANNEL CONTROL LINE1.
SHEET NOTES
10' 20'0
100' 200'0
10' 20'0
100' 200'0
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
N S
C-303
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
-600 -500 -400 -300 -200 -100 0 100 200 300
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA D
(TYP)
SLOPE
DREDGE
DREDGE PRISM
-600 -500 -400 -300 -200 -100 0 100 200 300
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA D
-600 -500 -400 -300 -200 -100 0 100 200 300
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
CROSS SECTION STATION 19+50
HORIZ, 1"=10' VERT1"=100'SCALE: 10' 20'0
100' 200'0
G1
CROSS SECTION STATION 21+00
HORIZ, 1"=10' VERT1"=100'SCALE:
A10
CROSS SECTION STATION 22+50
HORIZ, 1"=10' VERT1"=100'SCALE:
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
C-103
J15
C-103
J16
C-103
G16
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON CHANNEL CONTROL LINE1.
SHEET NOTES
100' 200'0
10' 20'0
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
N S
C-304
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
0 100 200 300 400 500 600 700 800 900 1,000
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
(TYP)
SLOPE
DREDGE
DREDGE PRISM
AREA F
0 100 200 300 400 500 600 700 800 900 1,000
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
AREA H
0 100 200 300 400 500 600 700 800 900 1,000
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
AREA H
AREA I
0 100 200 300 400 500 600 700 800 900 1,000
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
AREA H
AREA I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
CROSS SECTION STATION 37+50
HORIZ, 1"=10' VERT1"=100'SCALE: 10' 20'0
100' 200'0
G1
CROSS SECTION STATION 39+00
SCALE: 1"=100' HORIZ, 1"=10' VERT
A10
CROSS SECTION STATION 40+50
SCALE: 1"=100' HORIZ, 1"=10' VERT
G10
CROSS SECTION STATION 42+00
SCALE: 1"=100' HORIZ, 1"=10' VERT
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON BREAKWATER CONTROL LINE1.
SHEET NOTES
C-103
B7
C-103
B6
C-103
B4
C-103
B5
100' 200'0
10' 20'0
100' 200'0
10' 20'0
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
B
X
X
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A T
IO
N
T
O S
T A
T
IO
N
C R
O S
S S
E C
T
IO
N S
C-305
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
0 100 200 300 400 500 600 700 800 900 1,000
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
AREA H
AREA I
(TYP)
SLOPE
DREDGE
DREDGE PRISM
0 100 200 300 400 500 600 700 800 900 1,000
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
AREA G
AREA H
AREA I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
CROSS SECTION STATION 43+50
SCALE: 1"=100' HORIZ, 1"=10' VERT 10' 20'0
100' 200'0
G1
CROSS SECTION STATION 45+00
HORIZ, 1"=10' VERT1"=100'SCALE:
E L
E V
A T
IO
N
M L
L W
E L
E V
A T
IO
N
M L
L W
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
STATIONING IS BASED ON BREAKWATER CONTROL LINE1.
SHEET NOTES
C-103
B3
C-103
B2
JETTY GRADE
APPROXIMATE NORTH
ROCK SILL
OF EXISTING
CONFIGURATION
APPROX.
DREDGE LIMIT
A N
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
B
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
R
C K
S
IL
L C
R O
S S
S E
C T
IO
N
S
C-306
S H
A R
D C
A S
T L
E
J R
Y
C
-3
.d g n
C -2
J R
Y
ROCK SILL CROSS SECTION
SCALE: 1"=20' HORIZ., 1"=10' VERT.
J2
CROSS SECTION STA. 36+00
SCALE: 1"=50' HORIZ., 1"=5' VERT.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
SEE DETAIL A1
ROCK SILL NOT SHOWN,
DREDGE PRISM
20' 40'0C-103
B8
C-104
B8
0 5' 10'
50' 100'0
10' 20'0
USACE POST DREDGE SURVEY MARCH 2021
USACE PRE DREDGE SURVEY FEBRUARY 2021
LEGEND
PERFORMED IN 2009.
BREAKWATER GRADE AND CONFIGURATION VARIES. LAST REPAIR 2.
HAS THE POTENTIAL TO SHOAL TO 0 FT MLLW.
WHEN DREDGING IN THE SILL AREA. AREA IN THE VICINITY OF THE ROCK SILL
CREST OF SILL APPROXIMATELY -12.5 FT MLLW. USE EXTREME CAUTION
ACTUAL GRADE AND CONFIGURATION OF ROCK SILL VARIES. ELEVATION OF 1.
SHEET NOTES
VARIES. SEE NOTE 3
BEACH FILL WIDTH
APPROX. SLOPE
ANTICIPATED
(VARIES)
EXISTING GROUND LINE
A N
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
B
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
A C
E M
E N
T A
R E
A P
L A
N A
N D
C R
O S
S S
E C
T
IO
N
CB101
S H
A R
D C
A S
T L
E
J R
Y
C
B .d g n
C -2
J R
Y
SCALE: 1" = 600'
SOUTH BEACH PLACEMENT AREA
TYPICAL BEACHFILL SECTION
SCALE: 1" = 400' HORIZ., 1" = 10' VERT.
K1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
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
HARBOR BLVD
E=6,181,789
N=1,910,756
E=6,179,129
N=1,910,670
SANTA
CLARA
RIVER
N O
RTH
JETTY
DETACHED BREAKWATER
SOUTH JETTY BEACHSTORAGE AREA
CONTRACTOR'S
PIPELINE CORRIDOR
50' WIDE DISCHARGE
MCGRATH
STATE BEACH
AREA
MOORING
CONTRACTOR'S
SOUTH BEACH
-10
-15 0 500 1000 1500 2000 2500
HORIZONTAL DISTANCE (FT)
-10
-15
BEACH
FILL
100H:1V
E L
E V
A T
IO
N
M L
L W
GENERAL SHEET NOTES
MAINTAIN A BUFFER OF 200 FT. FROM THE SANTA CLARA RIVER ESTUARY.5.
LINE, UNLESS AUTHORIZED BY THE CONTRACTING OFFICER.
NO WORK ALLOWED ON THE BEACH SOUTH OF THE STATE PARK PROPERTY 4.
PLACEMENT LOCATION, AND DIMENSIONS.
FOR EACH DREDGE CYCLE, COORDINATE WITH CONTRACTING OFFICER FOR 3.
LENGTH AND WIDTH OF PLACEMENT AREAS ARE APPROXIMATE.2.
LOCATION TO BE DETERMINED BY VENTURA PORT DISTRICT OFFICIALS.
APPROXIMATE LOCATION OF CONTRACTOR STORAGE AREAS SHOWN. EXACT 1.
LEGEND
BEACH PLACEMENT AREA
VEGETATED AREA, DUNE
DREDGE AREAS
NORTH
PLAN
0 600' 1200'
800'0 400'
10' 20'0
CB101
C6
CB101
K1
SOUTH BEACH PLACEMENT AREA
N
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
B
N O
V E
M B
E R
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
W
IL
S
H
IR
E B
L V
T
R
IC
T F
IL
E
N U
M B
E R
C A
D F
IL
E
D M
E
U T
H B
E A
C H
P L
A C
E M
E N
T A
R E
A
CB102
S H
A R
D C
A S
T L
E
J R
Y
C
B .d g n
C -2
J R
Y
SCALE: 1" = 200'
SOUTH BEACH PLACEMENT AREA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E 6,176,500
E 6,177,000
N
,9 ,0
N
,9 ,5
N
,9 ,0
N
,9 ,0
N
,9 ,5
E 6,177,500
E 6,178,000
E 6,178,500
N
,9 ,5
E 6,179,000
E 6,179,500
E 6,180,000
N
,9 ,0
N
,9 ,5
N
,9 ,0
N
,9 ,5
N
,9 ,0
N
,9 ,5
E 6,176,500
E 6,177,000
E 6,177,500
E 6,178,000
E 6,178,500
E 6,179,000
E 6,179,500
E 6,180,000
N
,9
,0
N
,9
,5
N
,9
,0
N
,9
,0
N
,9
,5
N
,9
,5
N
,9
,0
N
,9
,5
N
,9
,0
N
,9 ,5
N
,9 ,0
N
,9
,5
S T
A T
E P
A R
K P
R O
P E
R T
Y L
IN
E
PARKING AREA
SURFER'S KNOLL
PUBLIC PARKING AREA
SPINNAKER DRIVE
8 IN. S
EWER LINE AND MANHOLES, P
ROTECT IN P
LACE
S O
U T
H B
E A
C H G
R O
IN
S O
U T
H J
E T
T Y
E=6,179,129
N=1,910,670
M.H.
M.H.M.H.
CONTRACTOR'S
STORAGE
AREA
P A R
K
IN
G
LO
T
S A
N T A
C
LA
R A
RIVER
N O
RTH
JETTY
DETACHED BREAKWATER
N O
R T
H J
E T
T Y
S P
U R
SOUTH JETTY BEACH
AREA
MOORING
CONTRACTOR'S
SEE SHEET C 101
DREDGE AREAS (TYP.),
STORAGE AREA
OUTRIGGER CANOE
PIPELINE CORRIDOR
DISCHARGE
PLACE PIPELINE WITHIN 50' WIDE
SAND DUNES
SAND DUNES
400'0 200'
NORTH
PLAN
| 335532_G-001 |
| 335532_G-002 |
| 335532_C-101 |
| 335532_C-102 |
| 335532_C-103 |
| 335532_C-201 |
| 335532_C-301 |
| 335532_C-302 |
| 335532_C-303 |
| 335532_C-304 |
| 335532_C-305 |
| 335532_C-306 |
| 335532_CB101 |
| 335532_CB102 |
| 2021-11-10T08:26:30-0800 | |
| OJURI.OLUFUNKE.A.1232085998 |
| 2021-11-10T17:12:05-0800 | |
| LOVASZ.PAMELA.J.1143912678 |
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