Plans_W912PL-19-R-0023.pdf
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- OCEANSIDE HARBOR MAINTENANCE DREDGING, SAN DIEGO COUNTY, CA Federal contract opportunity
- Solicitation number
- W912PL-19-R-0023
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Plans. 10 sheets
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| 2019_02_cond-ent-3ft.pts | — | |
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| Spec_W912PL-19-R-0023.pdf |
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Text version
CHANNEL
ENTRANCE
(UNDER PIER)
LIFEGUARD STATION
DREDGING LIMITS
SNOWY PLOVER AREA
NORTH COAST VILLAGE
MOORING AREA
BEACH PLACEMENT AREA LIMITS
TYSON STREET PARK
WISCONSIN AVE
BEACH PLACEMENT AREA LIMITS
PARKING AREA
STAGING AREA
SAN LUIS REY RIVER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
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
F
IL
E N
A M
E
C A
D F
IL
E
®of Engineers
US Army Corps
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
O C E
A N S
ID
E H
A R
B O
RH
A R
B O
R B
E A C
H
SAN
L
U
IS
R
EY
R
IV
ER
O C
EAN
SI
D E
PI
ER
DEL MAR BOAT BASIN
D E L M
A R C
H A
N N E L
OCEANSIDE CHANNEL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:13:19 AM 2/19/2019
...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_G-002.dgn
B -0
G -0
.d g n
G-002
A5 0 800' 1600'
NORTH
PLAN
OCEANSIDE GENERAL SITE PLAN
SCALE: 1" = 800'
G E
N E
R A
L S
IT
E P
L A
N
IN
D
E X T
O D
R A
W
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G S A
N D
SEE SHEET CN101 FOR SURVEY CONTROLS AND COORDINATES6.
U.S. SURVEY FEET
ELEVATIONS ARE ESTABLISHED FROM 3096 A (VM#7990), ELEVATION 16.27 5.
9410396
VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001, STATION ID: 4.
UNITS: U.S. SURVEY FEET3.
PROJECTION: CA ZONE VI2.
HORIZONTAL DATUM: NAD 1983 EPOCH 20041.
GENERAL NOTES
R O
N A
L D K
R
IA
C H P .E
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
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N: 2,021,439.52
E: 6,211,532.85
BOAT TIE-UP
POINT #1
N: 2,020,343.73
E: 6,212,070.91
BOAT TIE-UP
POINT #2
SNOWY PLOVER AREA /
EXCLUSION AREA
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
S T A . 0+00
P O
B
S T
A . 5
P O
E
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 3
PARKING AREA
S T A . 7+43
P
STA. 10+23
P3
STA. 12+
P4
S
TA
. 2
9+
P
STA. 41+32
P6
S T
A . 1
.7
P
S T
A . 1
.8
P 3 S T
A . 1
.1
P
S T
A . 2
.2
P
S T
A . 2
.9
P
S T
A . 2
.7
P
SEE SHEET CN104
WORK ACCESS AREA
PIPELINE AND
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
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B
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D
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F
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S
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ID
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IE
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C A
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IF
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F
IL
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A M
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C A
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L O
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S
C A
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IF
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IA
L O
S A
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S D
IS
T R
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U .S
A R
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P S O
F E
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IN
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G W
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S L
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SS
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C
STREET
DEL MAR BOAT BASIN
B O
A T B
A S
IN
R
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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
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O
IN
BOAT RAMP
E ,2
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E ,2
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A .T S .F . R
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NORTH HARBOR DRIVE
H A
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SAN L
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ID
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A R
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H
AC
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S
AR
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C1
C2 C3
C4
C5
C6
C7
C8
C9
C11
C12
C13
C14
C15
C16 C17
C18
C19
C20
C21
C22
C23
C24 C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
-20 FT
-20 FT
-20 FT
-25 FT
-25 FT
-25 FT
O C E
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C10
C35
E ,2
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E ,2
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N 2,019,000
P11
P18
C-4
C-5
C-6
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:13:43 AM 2/19/2019
...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN101.dgn
R
N A
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SCALE: 1" = 300' 600'0 300'
NORTH
PLAN
OCEANSIDE HARBOR DREDGING PLAN
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-25 FT
S U
R V
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O N
T R
O L
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G P
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N A
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LEGEND
ADDITIONAL OVERDEPTH DREDGING
PROJECT GRADE, PAY VOLUME ALLOWS FOR 2 FEET OF
NOT INCLUDE OVERDEPTH DREDGING
ADVANCE MAINTENANCE GRADE, PAY VOLUME DOES
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
S
L
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N N
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-1 .7
-1 .7
-1 .6
-1 .6
-1 .6
-1 .6
-1 .5
-1 .5
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .2
-1 .2
-1 .2 ' -1
.2
-1 .2
-1 .1
-1 .1
-1 .0
-1 .0
-1 .0
-1 .0
-1 .0
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .8
-1 .8
-1 .8
-1 .8
-1 .7
-1 .7
-1 .7
-1 .7
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .5
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .2
-1 .1
-1 .1
-1 .1
-1 .1
-1 .0
-1 .0
-1 .0
-1 .0
-1 .0
-1 .0
-1 .0 ' -1
.9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .8
-1 .7
-1 .7
-1 .7
-1 .6
-1 .5
-1 .5
-1 .5
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .2
-1 .2
-1 .2
-1 .1
-1 .1
-1 .1
-1 .1
-1 .0
-1 .0
-1 .0
-1 .0
-1 .0
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .8
-1 .8
-1 .8
-1 .8 ' -1
.7
-1 .7
-1 .7
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .6
-1 .5
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-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .2
-1 .2
-1 .2
-1 .2
-1 .2
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-1 .2
-1 .2
-1 .2
-1 .1
-1 .1
-1 .1
-1 .0
-1 .9
-1 .9
-1 .9
-1 .9
-1 .9
-1 .7
-1 .7
-1 .7
-1 .7
-1 .7
-1 .6
-1 .6
-1 .6
-1 .6
-1 .5
-1 .5
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3 ' -1
.3
-1 .3
-1 .2
-1 .2
-1 .2
-1 .2
-1 .1
-1 .1
-1 .1 ' -1
.0
-1 .0
-1 .0
-1 .9
-1 .8
-1 .8
-1 .8
-1 .7
-1 .7
-1 .7
-1 .6
-1 .6
-1 .6
-1 .6
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .3
-1 .3
-1 .3
-1 .3
-1 .3
-1 .2
-1 .0
-1 .0
-1 .0
-1 .9
-1 .9
-1 .9
-1 .8
-1 .7
-1 .7
-1 .6
-1 .6
-1 .5
-1 .5
-1 .4
-1 .4
-1 .4
-1 .3 ' -1
.3
-1 .3
-1 .3
-1 .2
-1 .2
-1 .1
-1 .1
-1 .1
-1 .0
-9 .9
-9 .7
-9 .7
-9 .7
-9 .7
-9 .7
-9 .7
-9 .6
-9 .6
-9 .4
-9 .3 ' -9 .3
-9 .3
-9 .2
-9 .1
-9 .0
-9 .0
-8 .9
-8 .9
-8 .8
-8 .8 ' -8 .8
-8 .7
-8 .7
-8 .6
-8 .6 ' -8 .5
-8 .4
-8 .3
-8 .3
-8 .2
-8 .0
-8 .0
-8 .0
-7 .9
-7 .9
-7 .8
-7 .8
-7 .8
-7 .7
-7 .7
-7 .5
-7 .5
-7 .5 ' -7 .4
-7 .3 ' -7 .2
-7 .1
-7 .0
-7 .0
-6 .9
-6 .7
-6 .7
-6 .6
-6 .6
-6 .5
-6 .4
-6 .4
-6 .3
-6 .2
-6 .2
-6 .1
-6 .0
-5 .9
-5 .7
-5 .7
-5 .6
-5 .5
-5 .5
-5 .5
-5 .5
-5 .4
-5 .3
-5 .3 ' -5 .3
-4 .9
-4 .8
-4 .8
-4 .7
-4 .5
-4 .2
-4 .2 ' -4 .1
-3 .4
-3 .0
-3 .0
N ,0 ,0
N ,0 ,0
N ,0 ,0
N ,0 ,0
E ,2
,0
E ,2
,0
B O
A T R
A M P
D E
L M
A R M
A R
IN
A
SLIPS
D E L
M A R B
O A T B
A S
IN
S U
B M
E R
G E
D
G R
O
IN
SLIPS
E ,2
,0
E ,2
,0
E ,2
,0
E ,2
,0
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...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN102.dgn
CN102
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g n
A1
NORTH
PLAN
400'0 200'
CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY, OCTOBER 11-12, 2018
SOUNDINGS AND ELEVATIONS, IN U.S. SURVEY FEET, INDICATE THE GENERAL 1.
GENERAL SHEET NOTES
OCEANSIDE HARBOR HYDROGRAPHIC CONDITION SURVEY
SCALE: 1" = 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
R O
N A
L D K
R
IA
C H P .E
BASELINE (SEE NOTE 1)
FILL (DREDGED MATERIAL)
-10
-20
+/- 75 FT
BASELINE VARIES
DISTANCE FROM
(APPROXIMATE, SEE NOTE 3)
EXISTING BATHYMETRY
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
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
-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
EXISTING 16" DIA. HDPE (ABANDONED)
NORTH
COAST
VILLAGE
L O
M A A
L T
A C
R E E
K
DRAIN PIPE
EXISTING STORM
DEL MAR CHANNEL
EN
TR
AN
C E C
H
AN
N
EL
G R
O
IN
S U
B M
E R
G E
D
O C
E A
N S
ID
E C
H A
N N
E L
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
SECONDARY BEACH
PLACEMENT AREA LIMITS
SECONDARY BEACH
PLACEMENT AREA LIMITS
PRIMARY BEACH
CROSSING ON CN104
INSTRUCTIONS FOR RIVER
STAGING AREA
SAN LUIS REY RIVER
PROTECT IN PLACE
OCEANSIDE PIER
HARBOR BEACH
A
B
G R
O
IN
+8.0 FT
0 500 1000 1500
CROSS SHORE DISTANCE
E L E
V A
T
IO
N
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...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN103.dgn
CN103
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g n
D1
DRAWING AREA TITLE
0 800' 1600'
NORTH
PLAN
TR
U E N
A1 100' 200'0
10' 20'0
TYPICAL SECTION - BEACH PLACEMENT AREAS
SCALE: HORIZONTAL: 1" = 100' / VERTICAL: 1" = 10'CN103
E5
P L
A N A
N D C
R O
S S -S
E C
T
IO
N
B E
A C
H P
L A
C E
M E
N T A
R E
A
SCALE: 1" = 800'
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
R O
N A
L D K
R
IA
C H P .E
A1
CN103
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
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
SAN LUIS REY RIVER
N . P
A C
IFIC
S
T
H
AR
BO
R D
R
N . C
O A S T
V
IL
LA
G E B
A Y
BR
EAKW
ATE
R W
AY
NORTH COAST VILLAGE
N . P
A C
IF
IC
S
T
SNOWY PLOVER AREA /
EXCLUSION AREA
N . P
A C
IF
IC
S
T
E : 6 ,2
,0
N: 2,018,500
N: 2,019,500
N: 2,020,000
E : 6 ,2
,5
E : 6 ,2
,5
E : 6 ,2
,0
E : 6 ,2
,5
E : 6 ,2
,5
E : 6 ,2
,0
E : 6 ,2
,5
E : 6 ,2
,0
E : 6 ,2
,5
N: 2,019,000
FL
O
W
G
EN
ER
AL
W O
R K
AN
D A
C C
ES
S
AR
EA
H A R
B O
R B
E A C
H
P
IP
E L
IN
E A
R E
A E
X T E
N D S T
O A
P P R
O X
IM
A T E H
IG
H T
ID
E L
IN
E
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...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN104.dgn
N
A L
D K
R
IA
C H P .E
CN104
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
S A
N L
U
IS
R
E Y R
IV
E R S
T A
G
IN
G A
R E
A
C N
.d g n
A1 100' 200'0
NORTH
PLAN
SCALE: 1" = 100'
SAN LUIS REY RIVER STAGING AREA
STAGING AREA
PIPELINE AND WORK ACCESS AREA
POST-AND-CABLE FENCING (CONTRACTOR TO PROVIDE)
SAFETY CONSTRUCTION FENCING (CONTRACTOR TO PROVIDE)
LEGEND
THE FENCED EXCLUSION AREA.
SEE SPECIFICATIONS, SECTION 01 57 19 FOR REQUIREMENTS REGARDING 2.
IMAGERY DATED NOVEMBER 26, 2018.1.
GENERAL SHEET NOTES
DEL MAR CHANNELENTRANCE CHANNEL
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
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
-10
-20
-30
-40
-10
-20
-30
-40
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
ADVANCE MAINTENANCE
2 FT ALLOWABLE OVERDEPTH
E L E
V A
T
IO
N
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
E L E
V A
T
IO
N
LC
ADVANCE MAINTENANCE
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
E L E
V A
T
IO
N
ADVANCE MAINTENANCE
LC
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
E L E
V A
T
IO
N
ADVANCE MAINTENANCE
LC
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
E L E
V A
T
IO
N
LC
ADVANCE MAINTENANCE
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40 E
L E
V A
T
IO
N
ADVANCE MAINTENANCE
LC
DREDGE PRISM
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...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN301.dgn
R O
N A
L D K
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C H P .E
CN301
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g n
F1
PROFILE: ENTRANCE CHANNEL AND DEL MAR CHANNEL
HORIZONTAL SCALE: 1" = 200' / VERTICAL SCALE: 1" = 20'CN101
B2
D1
B1
B4
D7
SCALE: HORIZONTAL: 1" = 200' / VERTICAL: 1" = 20'
ENTRANCE CHANNEL STATION 5+00
ENTRANCE CHANNEL STATION 3+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL: 1" = 20'
ENTRANCE CHANNEL STATION 12+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL: 1" = 20'
SCALE: HORIZONTAL: 1" = 200' / VERTICAL: 1" = 20'
400'0 200'
20' 40'0
HORIZONTAL
VERTICAL
HORIZONTAL
VERTICAL
HORIZONTAL
VERTICAL
HORIZONTAL
VERTICAL
HORIZONTAL
VERTICAL
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
CN101
C3
CN101
B2
CN101
C3
CN101
C3
D4
HORIZONTAL
VERTICAL
CN101
C3 ENTRANCE CHANNEL STATION 9+00
ENTRANCE CHANNEL STATION 7+00
20' 40'0
400'0 200'
20' 40'0
400'0 200'
20' 40'0
400'0 200'
20' 40'0
400'0 200'
20' 40'0
400'0 200'
S T
A T
O
ADVANCE MAINTENANCE DREDGING.
SEE SPECIFICATIONS, SECTION 35 20 23 FOR REQUIREMENTS REGARDING 2.
OTHERWISE.
ALL PAY SLOPES ARE 1 VERTICAL TO 4 HORIZONTAL UNLESS INDICATED 1.
GENERAL SHEET NOTES
LEGEND
USACE POST-DREDGE SURVEY (5-8 NOVEMBER, 2018)
USACE PRE-DREDGE SURVEY (11-12 OCTOBER, 2018)
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
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
-10
-20
-30
-40
0 100 200 300 400 500-100-200-300-400-500
-10
-20
-30
-40
E L E
V A
T
IO
N
CL
ALLOWABLE OVERDEPTH
EL. -22
DREDGE PRISM
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:09 AM 2/19/2019
...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN302.dgn
N A
L D K
R
IA
C H P .E
CN302
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g
F1
DEL MAR CHANNEL - STATION 20+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL 1" = 20' 400'0 200'
20' 40'0
HORIZONTAL
VERTICAL
CN101
D2
CN101
D2
VERTICAL
HORIZONTAL
20' 40'0
400'0 200'D1
DEL MAR CHANNEL - STATION 18+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL 1" = 20'
CN101
C3
VERTICAL
HORIZONTAL
400'0 200'B1
DEL MAR CHANNEL - STATION 16+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL 1" = 20' CN101
D2
VERTICAL
HORIZONTAL
400'0 200'B4
DEL MAR CHANNEL - STATION 22+00
CN101
D2
VERTICAL
HORIZONTAL
400'0 200'D4
DEL MAR CHANNEL - STATION 24+00
CN101
D2
VERTICAL
HORIZONTAL
400'0 200'F4
DEL MAR CHANNEL - STATION 26+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL 1" = 20' CN101
E2
VERTICAL
HORIZONTAL
400'0 200'F7
DEL MAR CHANNEL - STATION 32+00
CN101
E2
VERTICAL
HORIZONTAL
400'0 200'D7
DEL MAR CHANNEL - STATION 30+00
CN101
E2
VERTICAL
HORIZONTAL
400'0 200'B7
DEL MAR CHANNEL - STATION 28+00
GENERAL SHEET NOTES LEGEND
S T
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
OTHERWISE.
ALL PAY SLOPES ARE 1 VERTICAL TO 4 HORIZONTAL UNLESS INDICATED 1.
USACE POST-DREDGE SURVEY (5-8, NOVEMBER 2018)
USACE PRE-DREDGE SURVEY (11-12, OCTOBER 2018)
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
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300 400-100-200-300-400
-10
-20
-30
E L E
V A
T
IO
N
LC
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:17 AM 2/19/2019
...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN303.dgn
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
R O
N A
L D K
R
IA
C H P .E
CN303
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g
400'0 200'
DEL MAR CHANNEL STATION 38+00
SCALE: HORIZONTAL: 1" = 200' / VERTICAL: 1" = 20'CN101
f2
HORIZONTAL
VERTICAL
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
E2
DEL MAR CHANNEL STATION 36+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
E2
DEL MAR CHANNEL STATION 34+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
F2
DEL MAR CHANNEL STATION 40+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
DEL MAR CHANNEL STATION 42+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
F4
DEL MAR CHANNEL STATION 44+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
G2
F7
DEL MAR CHANNEL STATION 50+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
DEL MAR CHANNEL STATION 48+00
20' 40'0
400'0 200'
HORIZONTAL
VERTICAL
CN101
B7
DEL MAR CHANNEL STATION 46+00
INDICATED.
ALL PAY SLOPES ARE 1 VERTICAL TO 4 HORIZONTAL UNLESS OTHERWISE 1.
GENERAL SHEET NOTES
S T
A T
IO
N
T
O
USACE POST-DREDGE SURVEY (5-8, NOVEMBER 2018)
LEGEND
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
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
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 A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P
L -1
-R -0
F E
B R
U A
R Y
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
EL. -22 FT.
ADVANCE MAINTENANCE
ALLOWABLE OVERDEPTH
DREDGE PRISM
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
0 100 200 300-100-200-300
-10
-20
-30
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
EL. -22 FT.
DREDGE PRISM
-10
-20
-30
-10
-20
-30
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
E L E
V A
T
IO
N
ALLOWABLE OVERDEPTH
DREDGE PRISM
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:24 AM 2/19/2019
...\FY 2019 Dredging\3.0 Design and Engineering Products\CAD\Drawings\Sheets\112812_CN304.dgn
R O
N A
L D K
R
IA
C H P .E
CN304
C
H A
Y W
A R
D
C
H A
Y W
A R
D
J
R Y
A N
C N
.d g n
S T
A T
IO
N
O C
E A
N S
ID
E C
H A
N N
E L
P R
O F
IL
E A
N D C
R O
S S -S
E C
T
IO
N
OCEANSIDE CHANNEL PROFILE
OCEANSIDE CHANNEL - STATION 16+00
SCALE: HORIZONTAL: 1" = 100' / VERTICAL: 1" = 10'
SCALE: HORIZONTAL: 1" = 100' / VERTICAL: 1" = 10'
100' 200'0
100' 200'0
10' 20'0
10' 20'0
VERTICAL
HORIZONTAL
CN101
D2
CN101
D3
10' 20'0
100' 200'0CN101
D3
VERTICAL
OCEANSIDE CHANNEL - STATION 12+00
SCALE: HORIZONTAL: 1" = 100' / VERTICAL: 1" = 10'
10' 20'0
100' 200'0CN101
D3
VERTICAL
OCEANSIDE CHANNEL - STATION 20+00
10' 20'0
100' 200'0CN101
D4
VERTICAL
B7
OCEANSIDE CHANNEL - STATION 28+00
10' 20'0
100' 200'0CN101
D5
VERTICAL
OCEANSIDE CHANNEL - STATION 30+00
10' 20'0
100' 200'0CN101
D4
VERTICAL
OCEANSIDE CHANNEL - STATION 24+00
OTHERWISE.
ALL PAY SLOPES ARE 1 VERTICAL TO 4 HORIZONTAL UNLESS INDICATED 1.
GENERAL SHEET NOTES
USACE POST-DREDGE SURVEY (5-8, NOVEMBER 2018)
LEGEND
| B-0683_G-001 |
| B-0684_G-002 |
| B-0685_CN101 |
| B-0686_CN102 |
| B-0687_CN103 |
| B-0688_CN104 |
| B-0689_CN301 |
| B-0690_CN302 |
| B-0691_CN303 |
| B-0692_CN304 |
File details come from the government source that posted it.