Plans_W912PL22R0008_Oceanside_Dredging.pdf
PDF 13 MB Posted
- Attached to
- Oceanside Harbor Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912PL22R0008
About this file
This document provides details on a federal contract opportunity for maintenance dredging of Oceanside Harbor in California. The project consists of dredging the entrance channel, Del Mar channel, and Oceanside channel to their authorized depths between 20 to 30 feet below MLLW. Dredged material will be used as beach fill along Oceanside Beach. The contract will have an initial cycle in Spring 2022 with options for three additional annual cycles, taking approximately 55 days per cycle. Estimated values range from $1-5 million per cycle. The solicitation will be issued on January 7, 2021 as an unrestricted acquisition allowing full and open competition, and will utilize low price technically acceptable source selection procedures. Offers will be due by January 7, 2021. The Department of the Army Corps of Engineers Engineering District Los Angeles is the contracting agency.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PL22R0008_Am01_Oceanside_Dredging.pdf | ||
| FIO_OS2021_11_cond.pdf | ||
| FIO_OS2021_11_cond-3ft.txt | TXT text file | |
| Spec_W912PL22R0008_Oceanside_Dredging.pdf |
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MAINTENANCE DREDGING
OCEANSIDE HARBOR
SAN DIEGO COUNTY, CALIFORNIA
W912PL-22-R-0008
JANUARY 2022
LOS ANGELES DISTRICT
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SOLICITATION NO.:
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ISSUE DATE:
of Engineers
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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
CHANNEL
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C-0162OCEANSIDE CHANNEL - PROFILE AND CROSS SECTIONS - STATION 12+00 TO 28+00CN304
C-0161DEL MAR CHANNEL CROSS SECTIONS - STATION 34+00 TO 50+00CN303
C-0160DEL MAR CHANNEL CROSS SECTIONS - STATION 16+00 TO 32+00CN302
C-0159ENTRANCE CHANNEL AND DEL MAR CHANNEL - PROFILE AND CROSS SECTIONS - STATION 3+00 TO 15+00CN301
C-0158HYDROGRAPHIC CONDITION SURVEYCN104
C-0157SAN LUIS REY RIVER STAGING AREACN103
C-0156BEACH PLACEMENT AREA PLAN AND CROSS SECTIONCN102
C-0155DREDGING PLAN AND SURVEY CONTROLCN101
C-0154INDEX TO DRAWINGS, GENERAL NOTES AND SITE PLANG-002
C-0153COVER SHEETG-001
FILE NO.TITLESHEET NO.
INDEX TO CONTRACT DRAWINGS
SAN DIEGO COUNTY
X#
DETAIL/CROSS SECTION TITLE
SCALE:
INDICATOR IS FOUND ON THE SHEET
GRID LOCATION WHERE DETAIL / SECTION
INDICATOR IS FOUND
SHEET WHERE THE DETAIL / SECTION
DETAIL / CROSS SECTION LABEL
TRUE NORTH
STATE/COUNTY LOCATION MAP
SCALE: NTS
A1
C10
SCALE: 1" = 800'
OCEANSIDE GENERAL SITE PLAN
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D E L M
A R B
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N 2,020,000
N 2,022,000
N 2,024,000
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N 2,016,000
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NORTH
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DETAIL / CROSS SECTION DESCRIPTION
SEE SHEET CN101 FOR SURVEY CONTROLS AND COORDINATES6.
SURVEY FEET
ELEVATIONS ARE ESTABLISHED FROM 3096 A (VM#7990), ELEVATION 16.27 U.S. 5.
ESTABLISHED FROM OCEANSIDE, STATION ID: 9410396
VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001, DATUM 4.
UNITS: U.S. SURVEY FEET3.
PROJECTION: CA ZONE VI2.
HORIZONTAL DATUM: NAD 1983 EPOCH 20041.
GENERAL SHEET NOTES
NORTH
PLAN
0 800' 1600'
NORTH
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EXCLUSION AREA
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N: 2,021,444
E: 6,211,551
BOAT TIE-UP
POINT #1
C-1
C-2
C-3
EL. 15.89 sFT
N: 2,022,954.49
E: 6,208,841.21
2" BRASS DISC
OS-2-1992
EL. 16.50 sFT
N: 2,023,352.00
E: 6,208,240.53
3 1/2" BRASS DISC
OS-1-1992
EL: 13.47 sFT
N: 2,021,097.22
E: 6,210,904.15
31/2" BRASS DISC
OS-0-1992
EL: 14.39 sFT
N: 2,021,032.82
E: 6,210,971.66
3 1/2" BRASS DISC
OS-4-1992
EL: 16.28 sFT
N: 2,020,116.77
E: 6,211,884.66
3 1/2" BRASS DISC
OS-5-1992
EL: 10.19 sFT
N: 2,022,070.09
E: 6,211,559.90
3 1/2" BRASS DISC
OS-88-2
EL: 9.99 sFT
N: 2,021,882.94
E: 6,211,582.87
3 1/2" BRASS DISC
OS-88-1
EL: 16.27 sFT
N: 2,021,857.10
E: 6,211,656.21
3 1/2" BRASS DISC
0396 A
EL: 9.75 sFT
N: 2,021,519.22
E: 6,211,618.34
3 1/2" BRASS DISC
0396 B
SEE NOTE 2
PARKING AREA
SEE SHEET CN103
WORK ACCESS AREA
PIPELINE AND
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2,023,827.266,209,450.9252+53.5POE
2,023,190.186,208,528.2841+32.3P6
2,022,019.586,208,496.7229+61.3P5
2,020,686.326,209,450.1612+68.3P4
2,020,443.596,209,574.9910+23.0P3
2,020,167.676,209,529.947+43.5P2
2,019,619.656,209,027.510+00POB
NORTHINGEASTINGSTATIONPOINT
ENTRANCE CHANNEL AND DEL MAR CHANNEL
CHANNEL ALIGNMENT COORDINATES
2,021,228.126,211,400.0632+10.1POEP18
2,021,354.286,211,023.2928+12.8PTP17
2,021,349.996,210,771.9125+56.1PCP16
2,021,182.706,210,361.8821+13.3PTP15
2,021,167.916,210,218.4319+67.2PCP14
2,021,215.986,209,947.3616+91.9PTP13
2,021,201.196,209,803.9015+46.7PCP12
2,020,997.826,209,296.3910+00POBP11
NORTHINGEASTINGSTATIONTYPEPOINT
OCEANSIDE CHANNEL
CHANNEL ALIGNMENT COORDINATES
N/A2,021,4446,211,551POINT #1
9.752,021,519.226,211,618.340396 B
16.272,021,857.106,211,656.210396 A
10.192,022,070.096,211,559.90OS-88-2
9.992,021,882.946,211,582.87OS-88-1
16.282,020,116.776,211,884.66OS-5-1992
14.392,021,032.826,210,971.66OS-4-1992
15.892,022,954.496,208,841.21OS-2-1992
16.502,023,352.006,208,240.53OS-1-1992
13.472,021,097.226,210,904.15OS-0-1992
ELEVATIONNORTHINGEASTINGPOINT
OCEANSIDE HARBOR
SURVEY CONTROL POINTS
A1
SCALE: 1" = 300'
OCEANSIDE HARBOR DREDGING PLAN
256.740.34º364.6C-6
146.131.89º262.5C-5
145.122.35º372.1C-4
341.137.79º517.1C-3
211.390.69º133.5C-2
161.573.79º125.4C-1
LANGLERCURVE
OCEANSIDE CHANNEL
CURVE DATA
2,021,198.306,209,393.30D6
2,021,437.906,209,991.20H10
2,021,327.706,210,077.50H9
2,021,288.606,210,222.90H8
2,021,496.806,210,742.40H7
2,021,486.906,211,077.20H6
2,021,081.216,211,358.68H5
2,021,238.606,210,904.70H4
2,020,936.106,210,149.70H3
2,021,019.706,210,117.30H2
2,021,096.006,209,944.70H1
2,021,049.596,209,828.81E9
2,020,821.906,209,179.90E1
OCEANSIDE CHANNEL
2,023,703.506,209,535.30D13
2,023,441.906,209,156.80D12
2,023,364.506,209,088.80D11
2,023,171.206,208,809.10D10
2,022,896.006,208,695.40D9
2,022,642.006,208,688.60D8
2,021,837.306,208,893.30D7
2,021,198.306,209,393.30D6
2,020,821.906,209,179.90E1
2,021,922.006,208,319.00D5
2,023,283.306,208,355.70D4
2,023,652.406,208,889.80D3
2,023,688.906,208,986.80D2
2,023,950.606,209,365.80D1
DEL MAR CHANNEL
2,020,375.116,209,851.33A11
2,020,011.546,209,791.93A10
2,019,573.996,209,390.79A9
2,019,818.636,209,123.62A8
2,020,221.656,209,493.11A7
2,020,428.106,209,526.82A6
ADVANCE MAINTENANCE -30 FT MLLW AREA
2,020,646.936,209,394.28E6
2,020,374.856,209,866.49A5
2,019,956.406,210,102.20A4
2,019,698.176,209,865.38A3
2,019,552.806,209,391.71E5
ADVANCE MAINTENANCE -25 FT MLLW EAST EXTENSION
2,019,976.706,208,929.40E3
2,020,179.406,208,708.20A2
2,020,234.906,209,166.10A1
ADVANCE MAINTENANCE -25 FT MLLW WEST EXTENSION
2,021,049.596,209,828.81E9
2,021,034.746,209,830.94E8
2,020,567.706,209,898.00E7
2,020,646.936,209,394.28E6
2,019,552.806,209,391.71E5
2,019,976.706,208,929.40E4
2,020,327.106,209,250.60E3
2,020,807.056,209,182.02E2
2,020,821.906,209,179.90E1
ENTRANCE CHANNEL
NORTHINGEASTINGPOINT
CHANNEL LIMIT COORDINATES
S O
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D
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AR
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A
S L
IP
SS
L
IP
S
C
STREET
DEL MAR BOAT BASIN
B O
A T B
A S
IN
R
O A
D
N 2,024,000
E
,2
,0
N 2,023,000
N 2,022,000
N 2,021,000
N 2,020,000
E
,2
,0
S U B
M E R
G E D
G R
O
IN
BOAT RAMP
E
,2
,0
E
,2
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E
,2 ,0
NORTH HARBOR DRIVE
SO
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SO
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D E L M
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H A R
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H
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D2 D3
D4
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E1
E3
A1
A2
E5
A3
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A5
E7
E9 H1
H2
H3
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H6
H7
H8 H9
H10
D6
D7
D8
D9
D10
D11
D12
D13
-20 FT
-20 FT
-20 FT
-25 FT
-25 FT
-25 FT
O C E
A N S
ID
E H
A R
B O
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-20 FT
E4
E6
A6
A7
A8
A9
A10
A11
SAN
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E8
E
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E
,2
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E
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,0
E
,2
,0
E
,2
,0
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,2
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N 2,019,000
P11
P18
C-4
C-5
C-6
-30 FT
E N T R
A N
C E C
H A
N N E L
600'0 300'
NORTH
PLAN
CONTRACTOR'S PARKING AREA AND TRAILER STORAGE AREA.
COORDINATE WITH CITY OF OCEANSIDE HARBOR MANAGER REGARDING 2.
LOCATIONS.
SEE SPECIFICATIONS FOR AVAILABLE VIBRA-CORE BORING LOGS AND 1.
GENERAL SHEET NOTES
ADDITIONAL OVERDEPTH DREDGING
PROJECT GRADE, PAY VOLUME ALLOWS FOR 2 FEET OF
NOT INCLUDE OVERDEPTH DREDGING
ADVANCE MAINTENANCE GRADE, PAY VOLUME DOES
-20 FT
-25 FT
LEGEND
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P
L -2
-R
-0
J A
N U
A R
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-10
-20
+/- 75 FT
BASELINE (SEE NOTE 1)
FILL (DREDGED MATERIAL)
BASELINE VARIES
DISTANCE FROM
(APPROXIMATE, SEE NOTE 3)
EXISTING BATHYMETRY
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DRAWING AREA TITLE
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TYPICAL SECTION - BEACH PLACEMENT AREAS
SCALE: HORIZONTAL: 1" = 100' / VERTICAL: 1" = 10'
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L A
C E
M E
N T
A R
E
SCALE: 1" = 800'
U F
U N
K E
A
O J U
R I, P .E
.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 I Z
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
®of Engineers
US Army Corps
-30
-3
-30
-30
-30 -30
-30
-30
-30
-15
-1
-15
-15
-15
-15 -15
-15
-15
0 0 0 0 0 0
1515 1
15 15
15 15 15 153
DEL MAR BOAT BASIN
(CAMP PENDLETON)
S. COAST HIGHWAYN. COAST HIGHWAY
N. TREMONT ST S. TREMONT ST
N. CLEVELAND ST S. CLEVELAND ST
N. PACIFIC ST
THE STRAND N.
S. MEYERS ST
S. PACIFIC ST
THE STRAND S.
N E
P T
U N
E W
A Y
W
IN
D W
A R
D W
A Y
S U
R F
R
ID
E R
W A
Y
S P
O R
T F
IS
H
E R
W A
Y
C
IV
IC
C
E N
T E
R
P
IE
R V
IE
W
W A
Y
M
IS
S
IO
N A
V E
S E
A G
A Z
E D
R
T O
P E
K A
S T
M
IS
S O
U R
I A
V E
M
IC
H
IG
A N
A V
E
W A
S H
IN
G
T O
N A
V E
M
IN
N E
S O
T A
A V
E
W
IS
C O
N S
IN
A
V E
L E
O N
A R
D S
T
W E
S T
S T
E U
C A
L Y
P T
U S
S T
O C
E A
N S
ID
E
B L
V D
W H
A L
E Y
S T
M O
R S
E S
T
C A
S S
ID
Y
S T
S. COAST HIGHWAY
C A
L
IF
O R
N
IA
S
T
BUCCANEER
PARK
W
IS
C O
N S
IN
A
V E
T Y
S O
N S
T
P
IN
E S
T
A S
H S
T
H A
Y E
S S
T
M A
R R
O N
S T
F O
R S
T E
R S
T
PARK
TYSON STREET
EXISTING RCP STORM DRAINS
BEACH FILL BASELINE
EXISTING SEWER OUTFALL
KEEP BURIED
16" DIA. HDPE (ABANDONED)
APPROX. LOCATION OF EXISTING
NORTH
COAST
VILLAGE
L O
M A A
LT
A C
R E E
K
DRAIN PIPE
EXISTING STORM
DEL MAR
ENTRANCE
CHANNEL
G R
O
IN
S U
B M
E R
G E
D
O C
E A
N S
ID
E
OCEANSIDE HARBOR
S A
N L
U
IS
R
E Y R
IV
E R
N H
A R
B O
R D
R
IV
E
N: 2,009,604
E: 6,218,324
N: 2,008,210
E: 6,216,684
N ,0 ,5
N ,0 ,0
N ,0 ,0
N ,0 ,0
N ,0 ,5
N ,0 ,0
N ,0 ,5
N ,0 ,0
N ,0 ,5
E: 6,210,000
E: 6,212,500
E: 6,215,000
E: 6,220,000
E: 6,222,500
E: 6,215,000
E: 6,212,500
E: 6,207,500 E: 6,217,500
E: 6,207,500
STORM DRAINS
EXISTING RCP
PLACEMENT AREA LIMITS
NORTH SECONDARY BEACH
PLACEMENT AREA LIMITS
SOUTH SECONDARY BEACH
PLACEMENT AREA LIMITS
PRIMARY BEACH
CROSSING ON CN103
INSTRUCTIONS FOR RIVER
STAGING AREA
SAN LUIS REY RIVER
PROTECT IN PLACE
OCEANSIDE PIER
HARBOR BEACH
A
B
G R
O
IN
C H
A N
N E
L
CHANNEL
+11.0 FT
0 500 1000 1500
CROSS SHORE DISTANCE
E L
E V
A T
IO
N
0 800' 1600'
NORTH
PLAN
TR
U E N
100' 200'0
10' 20'0
CN103
E5
BURY THE DISCHARGE PIPELINE WHERE IT TRAVERSES HARBOR BEACH.5.
LOCATIONS MUST BE COORDINATED WITH THE CONTRACTING OFFICER.
PLACEMENT AREA LIMITS SHOWN ARE APPROXIMATE. EXACT PLACEMENT 4.
NOVEMBER, 2015.
NEARSHORE BATHYMETRY IS APPROXIMATE BASED ON SITE CONDITIONS IN 3.
I.E. = 8.10 FT18" RCP AT FORSTER ST
I.E. = 8.98 FT36" RCP AT HAYES ST
I.E. = 7.94 FT48" RCP AT WISCONSIN AVE
I.E. = 4.62 FT18" RCP AT SURFRIDER WAY
AND INVERT ELEVATIONS ARE AS FOLLOWS:
EXISTING STORM DRAIN OUTLETS MUST NOT BE OBSTRUCTED. LOCATIONS 2.
E: 6,219,516.56, N: 2,009,433.38 B :
E: 6,212,668.89, N: 2,019,211.87 A :
BASELINE COORDINATES ARE:1.
GENERAL SHEET NOTES
(SEE NOTE 5)
BURY PIPELINE
CN102
EXCLUSION AREA
SNOWY PLOVER AREA /
SEE NOTE 2PIPELINE AND WORK ACCESS AREA
RESIDENTIAL COMPLEX
NORTH COAST VILLAGE
A N
D S
T O
R A
G E
A R
E A
E Q
U
IP
M E
N T
S T
A G
IN
G
FT
SAFETY CONST. FENCING
POST-AND-CABLE FENCING
A N
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
U F
U N
K E
A
O J U
R I, P
S
N L
U
IS
R E
Y R
IV
E
R S
T A
G
IN
G A
R E
A
CN103
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -0
C H
A Y
W A
B1
SCALE: 1" = 60'
SAN LUIS REY RIVER STAGING AREA AND WESTERN SNOWY PLOVER EXCLUSION AREA
2,019,230.006,213,015.00S5
2,019,080.006,212,855.00S4
2,018,990.006,212,675.00S3
2,019,320.006,212,310.00S2
2,019,495.006,212,565.00S1
NORTHINGEASTINGPOINT
EXCLUSION AREA COORDINATES
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
HARBOR BEACH
SAN LUIS REY RIVER
F L
O W
B E
A C
H A
C C
E S
S A
R E
A
S
S
S
S
S
CONVEYANCE BASED ON RIVER CONDITIONS.
FLOWING THROUGH TO THE OCEAN, USE APPROPRIATE PIPELINE
DURING CONSTRUCTION, THE SAN LUIS REY RIVER MAY OR MAY NOT BE 3.
PIPELINE AND WORK ACCESS AREA.
FOR REQUIREMENTS REGARDING THE FENCED EXCLUSION AREA AND THE
INSTALL FENCING AS INDICATED. SEE SPECIFICATIONS, SECTION 01 57 19 2.
IMAGERY DATED OCTOBER 15, 2021.1.
SHEET NOTES
60' 120'0
NORTH
PLAN
TR
U E N
INTERMITTENT FLOW AREA
APPROXIMATE SHORELINE (VARIES)
LIMITS OF ACCESS AREA
EXCLUSION AREA POST-AND-CABLE FENCING
EXCLUSION AREA SAFETY FENCING
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
U F
U N
K E
A
O J U
R I, P
H Y
D R
O G
R A
P H
IC
C
O N
D
IT
IO
N
S U
R V
E Y
CN104
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -0
C H
A Y
W A
SCALE: 1" = 200'
OCEANSIDE HARBOR HYDROGRAPHIC CONDITION SURVEY
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
N ,0 ,0
E 6,208,000
N ,0 ,0
N ,0 ,0
E 6,209,000
E 6,210,000
E 6,211,000
N ,0 ,0
E 6,212,000
N ,0 ,0
NORTH
PLAN
400'0 200'
TR
U E N
BOTTOM COVERAGE.
MEASURED USING A MULTI-BEAM ECHO SOUNDER PROVIDING NEAR FULL
SOUNDINGS LOCATED BY POST-PROCESSED KINEMATIC GPS. DEPTHS 4.
SOUNDINGS AND ELVATIONS ARE SHOWN TO THE NEAREST 0.1 FOOT.3.
CELL.
FOOT GRID CELL AND ARE GIVEN THE COORDINATES IN THE CENTER OF THAT
CONTOURS ARE BASED ON THE AVERAGE DEPTH OF SOUNDINGS WITHIN A 3 2.
CONDITIONS EXISTING ONLY AT TIME OF SURVEY, NOVEMBER 15-17, 2021.
SOUNDINGS AND ELEVATIONS, IN U.S. SURVEY FEET, INDICATE THE GENERAL 1.
SHEET NOTES
ENTRANCE CHANNEL DEL MAR CHANNEL
N
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
O L
U F
U N
K E
A
O J U
R I, P .E
S T
A T
IO
N
T
O
P R
O F
IL
E
A N
D C
R O
S S
S E
C T
IO
N
S
E N
T R
A N
C E
C H
A N
N E
L A
N D
D E
L M
A R
C H
A N
N E
L
CN301
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -1
C H
A Y
W A
K1
SCALE: HORIZ. 1" = 200', VERT. 1" = 20'
PROFILE: ENTRANCE CHANNEL AND DEL MAR CHANNEL
ENTRANCE CHANNEL STA. 6+00
F1
ENTRANCE CHANNEL STA. 12+00
F7
ENTRANCE CHANNEL STA. 3+00
C1
ENTRANCE CHANNEL STA. 9+00
C7
ENTRANCE CHANNEL STA. 15+00
C13
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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
-600 -400 -200 0 200 400 600
-40 -40
-20 -20
DREDGE LIMITS
-600 -400 -200 0 200 400 600
-40 -40
-20 -20
0 0
-600 -400 -200 0 200 400 600
-40 -40
-20 -20
0 0
-600 -400 -200 0 200 400 600
-20 -20
0 0
-600 -400 -200 0 200 400 600
-20 -20
0 0
2 FT ALLOWABLE OVERDEPTH
OCEANSIDE
CHANNEL
ENTRANCE
CHANNEL
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00
-40 -40
-20 -20
0 0
20 20
0.00%GRADE =
-3
.0
E L
E V
.6
S
T
P
I
-2
.0
E L
E
.1
S
I
-2
.0
E L
E
.3
S
I
-2
.0
E L
E
.5
S
I
ADVANCE MAINTENANCE DREDGING.
SEE SPECIFICATIONS, SECTION 35 20 23 FOR REQUIREMENTS REGARDING 3.
STATION.
ALL CROSS-SECTIONS ARE SHOWN IN THE DIRECTION OF INCREASING 2.
OTHERWISE.
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL UNLESS INDICATED 1.
SHEET NOTES
400'0 200'
400'0 200' 400'0 200'
400'0 200'
400'0 200'
20' 40'0 20' 40'0
20' 40'020' 40'0 20' 40'0
400'0 200'
20' 40'0
APRIL 2021 PRE-DREDGE SURVEY
NOVEMBER 2021 CONDITION SURVEY
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
O L
U F
U N
K E
A
O J U
R I, P
A T
IO
N
T
O
D E
L M
A R
C H
A N
N E
L C
R O
S S
S E
C T
IO
N
S
CN302
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -0
C H
A Y
W A
DEL MAR CHANNEL - STA. 20+00
SCALE: HORIZ. 1" = 100', VERT. 1" = 10'
L1
DEL MAR CHANNEL - STA. 18+00
G1
DEL MAR CHANNEL - STA. 16+00
DEL MAR CHANNEL - STA. 22+00
C8
DEL MAR CHANNEL - STA. 24+00
G8
DEL MAR CHANNEL - STA. 26+00
L8
DEL MAR CHANNEL - STA. 28+00
C15
DEL MAR CHANNEL - STA. 30+00
G15
DEL MAR CHANNEL - STA. 32+00
L15
DREDGE LIMITS
2 FT ALLOWABLE OVERDEPTH
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
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
100' 200'0
10' 20'0
100' 200'0 100' 200'0
100' 200'0
100' 200'0 100' 200'0
100' 200'0
100' 200'0
100' 200'0
10' 20'0 10' 20'0
10' 20'0 10' 20'0
10' 20'0
10' 20'0
10' 20'0
10' 20'0
STATION.
ALL CROSS-SECTIONS ARE SHOWN IN THE DIRECTION OF INCREASING 2.
INDICATED.
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE 1.
SHEET NOTES
MARCH 2020 PRE-DREDGE SURVEY
MARCH 2020 POST-DREDGE SURVEY
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
O L
U F
U N
K E
A
O J U
R I, P
A T
IO
N
T
O
D E
L M
A R
C H
A N
N E
L C
R O
S S
-S E
C T
IO
N
S
CN303
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -0
C H
A Y
W A
DEL MAR CHANNEL STA. 34+00
DEL MAR CHANNEL STA. 40+00
C8
DEL MAR CHANNEL STA. 46+00
C15
DEL MAR CHANNEL STA. 36+00
DEL MAR CHANNEL STA. 38+00
DEL MAR CHANNEL STA. 42+00
G8
DEL MAR CHANNEL STA. 44+00
L8
DEL MAR CHANNEL STA. 48+00
G15
DEL MAR CHANNEL STA. 50+00
L15
DREDGE LIMITS
2 FT ALLOWABLE OVERDEPTH
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
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
10 10
-400 -300 -200 -100 0 100 200 300 400
-20 -20
-10 -10
0 0
STATION.
ALL CROSS-SECTIONS ARE SHOWN IN THE DIRECTION OF INCREASING 2.
OTHERWISE.
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL UNLESS INDICATED 1.
SHEET NOTES
MARCH 2020 PRE-DREDGE SURVEY
MARCH 2020 POST-DREDGE SURVEY
NOVEMBER 2021 CONDITION SURVEY
LEGEND
100' 200'0
100' 200'0
100' 200'0 100' 200'0
100' 200'0
100' 200'0 100' 200'0
100' 200'0
100' 200'0
10' 20'0
10' 20'0
10' 20'0 10' 20'0
10' 20'0
10' 20'0 10' 20'0
10' 20'0
10' 20'0
S
IN
T
E N
A N
C E
D R
E D
G
IN
G
O C
E A
N S
ID
E
H A
R B
O R
S A
N D
IE
G
O C
O U
N T
Y
C A
L
IF
O R
N
IA
W
P L
-2
-R -0
J A
N U
A R
Y
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
O L
U F
U N
K E
A
O J U
R I, P .E
S T
A T
IO
N
T
O
P R
O F
IL
E
A N
D C
R O
S S
S E
C T
IO
N
S
O C
E A
N S
ID
E
C H
A N
N E
L
CN304
C H
A Y
W A
R D
J.
R
Y
C
N
.d g n
C -0
C H
A Y
W A
OCEANSIDE CHANNEL 12+00
SCALE: HORIZ. 1" = 100, VERT. 1" = 10'
OCEANSIDE CHANNEL 14+00
OCEANSIDE CHANNEL 16+00
C7
OCEANSIDE CHANNEL 20+00
G7
OCEANSIDE CHANNEL 24+00
C13
OCEANSIDE CHANNEL 28+00
G13
OCEANSIDE CHANNEL PROFILE
DREDGE LIMITS
2 FT ALLOWABLE OVERDEPT
DREDGE LIMITS
2 FT ALLOWABLE OVERDEPTH
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
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-20 -20
-10 -10
0 0
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
-30 -30
-20 -20
-10 -10
0 0
STATION.
ALL CROSS-SECTIONS ARE SHOWN IN THE DIRECTION OF INCREASING 2.
INDICATED.
ALL PAY SLOPES ARE 1 VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE 1.
SHEET NOTES
100' 200'0
100' 200'0
100' 200'0
100' 200'0
100' 200'0
100' 200'0
100' 200'0
10' 20'0
10' 20'0
10' 20'0
10' 20'0
10' 20'0 10' 20'0
10' 20'0
OCEANSIDE CHANNEL
CHANNEL
ENTRANCE
APRIL 2021 PRE-DREDGE SURVEY
| 112812_G-001 |
| 112812_G-002 |
| 112812_CN101 |
| 112812_CN102 |
| 112812_CN103 |
| 112812_CN104 |
| 112812_CN301 |
| 112812_CN302 |
| 112812_CN303 |
| 112812_CN304 |
| 2022-01-11T17:50:42-0800 | |
| OJURI.OLUFUNKE.A.1232085998 |
| 2022-01-12T16:13:16-0800 | |
| LOVASZ.PAMELA.J.1143912678 |
File details come from the government source that posted it. Updated .