W912P724B0009 - Crescent City Harbor FY24 Maintenance Dredging Plans (SOLICITATION)_SIGNED_9JULY24 FINAL.pdf
PDF 2 MB Posted
- Attached to
- CRESCENT CITY HARBOR FY24 MAINTENANCE DREDGING
- Solicitation number
- W912P724B0009
About this file
This document is a solicitation for the Crescent City Harbor FY24 Maintenance Dredging Project. The U.S. Army Corps of Engineers San Francisco District is seeking bids for maintenance dredging of the Inner Harbor Basin, Marina Access Channel, and Entrance Channel to depths of -15 feet MLLW and -20 feet MLLW, respectively. Dredged material will be placed at the Whaler Island Placement Site. The estimated cost range is $1,000,000 to $5,000,000. This is a Small Business Set-Aside procurement under NAICS code 237990. Bids are due by August 8, 2024 at 12:00 PM PDT, with a public bid opening via WebEx at 1:00 PM PDT the same day. The solicitation and any amendments will be posted on SAM.gov, and the only plan holders/bidders list is available through SAM.gov registration.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
WHALER ISLAND
PLACEMENT SITE
MARINA
ACCESS
CHANNEL
INNER HARBOR
BASIN CHANNEL
ENTRANCE
CHANNEL
PROJECT
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-G
-0
.D W
G 9:
:1
AM
/9
/2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
US Army Corps of Engineers San Francisco District
C O
VE
R
SH
EE
T
G-001
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
DEL NORTE COUNTY, CALIFORNIA
CRESCENT CITY HARBOR
FY24 MAINTENANCE DREDGING PROJECT
W912P724B0009
W912P724C00XX
JULY 2024
LOCATION MAP
SCALE: 1"=1000'
PLAN
NORTH
Feet 0 1000 2000
CRESCENT
CITY
CRESCENT CITY
HARBOR
P A
C I
F I
C
O C
E A
N
LIG
HTHO
USE W
AY
LIGHTHOUSE JETTY
AN
CHOR W
AY
US HIGHWAY 101
U.S. COAST GUARD STATION
100 ANCHOR WAY, CRESCENT CITY, CA 95531
BREAKWATER
US HIGHWAY 101
B STREET PIER
CITIZENS
DOCK
PEBBLE BEACH
SOUTH BEACH
VICINITY MAP
NOT TO SCALE
PLAN
NORTH
THIS PROJECT WAS DESIGNED BY THE SAN FRANCISCO DISTRICT OF
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR
ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF DRAWINGS IN THIS SET.
SUBMITTED BY:
SON T. HA, PE, PMP DATE
CHIEF, ENGINEERING BRANCH
APPROVED BY:
ROBIN K. INABA, RA, PMP DATE
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PREPARED UNDER THE DIRECTION OF:
TIMOTHY W. SHEBESTA
LIEUTENANT COLONEL, U.S. ARMY
DISTRICT COMMANDER AND ENGINEER
SURVEY CONTROL
9419750, CRESCENT CITY
PUBLISHED 4/21/2003 | EPOCH 1983-2001
941 9750 TIDAL 20 RESET
PID: LV0110
OPUS NOVEMBER 2018
PPCP
941 9750 V TIDAL
PID: LV0563
OPUS OCTOBER 2015
2' ALLOWABLE OVERDEPTH
(PAID AND NON-PAID)
EL. 0.00 FEET M.L.L.W.
1' ALLOWABLE (PAID) OVERDEPTH
PROJECT DEPTH
NOTE:
SEE SECTION 35 20 23 (DREDGING) FOR DETAILS
1' ALLOWABLE OVERDEPTH (NON-PAID)
GENERAL NOTES:
1. BATHYMETRIC SURVEY OF CRESCENT CITY HARBOR PERFORMED BY THE U.S ARMY CORPS
OF ENGINEERS, SAN FRANCISCO DISTRICT ON 10 APRIL 2024.
2. BATHYMETRIC SURVEY SOUNDINGS ARE BASED ON THE DATUM OF MEAN LOWER LOW
WATER (MLLW) AT THE LOCALITY.
3. DRAWINGS ARE NOT TO BE USED AS NAVIGATION CHARTS.
4. INFORMATION SHOWN ON THE DRAWINGS IS BASED ON BATHYMETRIC SURVEYS MADE ON
THE DATE INDICATED AND CAN ONLY BE CONSIDERED FOR THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
5. BATHYMETRIC SURVEY SOUNDINGS WERE TAKEN BY FATHOMETER (MULTI-BEAM SURVEY
EQUIPMENT) AND ARE SHOWN TO THE NEAREST TENTH OF A FOOT.
6. COORDINATES ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983
(CCS83), LAMBERT CONFORMAL PROJECTION ZONE I, IN FOOT, AS DESCRIBED IN SPECIAL
PUBLICATION NO. 253, PUBLISHED BY NATIONAL OCEAN SURVEY.
7. THE PROJECT DEPTH IS -15 FEET MLLW FOR MARINA ACCESS AND INNER HARBOR BASIN.
8. THE PROJECT DEPTH IS -20 FEET MLLW FOR THE ENTRANCE CHANNEL.
9. PLACEMENT SITE IS THE WHALER ISLAND PLACEMENT SITE.
10. AERIAL IMAGERY COURTESY OF MAXAR AND GOOGLE EARTH.
11. THE LOCATION OF ALL NAVIGATION AIDS ARE BASED ON INFORMATION PROVIDED BY THE U.S.
COAST GUARD. BUOY LOCATION REPRESENTS THE POSITION OF THE SINKER ONLY.
12. SEDIMENT SAMPLING AND TESTING RESULTS AVAILABLE UPON REQUEST.
13. THERE SHOULD BE A 1 FOOT BUFFER FROM TOE OF DREDGING TO CITIZEN DOCK.
MATERIAL TO BE DREDGED (PAID)
NO DREDGING ON
SIDE SLOPES
(SEE NOTE BELOW)
EXISTING CHANNEL BOTTOM
SIDE-SLOPE PRISM
CHANNEL WIDTH VARIES
SEE PLANS
VARIES
ABBREVIATIONS:
APPROX APPROXIMATE
CY CUBIC YARD
DIA DIAMETER
DWG DRAWING
(E) EXISTING
E EAST/EASTING
EA EACH
FT FOOT/ FEET
L LENGTH
LT LEFT
MAX MAXIMUM
MIN MINIMUM
MLLW MEAN LOWER LOW WATER
N NORTH/ NORTHING
NAD83 NORTH AMERICAN DATUM OF1983
NAVD88 NORTH AMERICAN VERTICAL DATUM 1988
N.I.C. NOT IN CONTRACT
NO NUMBER
NOAA NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION
NTS NOT TO SCALE
OFF OFFSET
PID PERMANENT IDENTIFIER
RT RIGHT
S SLOPE / SOUTH
STA STATION
TYP TYPICAL
USCG UNITED STATES COAST GUARD
W WEST
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-G
-0
.D W
G
:1 2:
A
M
/9 /2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
AN
D
T
YP
IC
AL
D R
ED
G
IN
G
S
EC
TI
O
N
SC
H
ED
U
LE
O F
D R
AW
IN
G S, G
EN
ER
AL
N O
TE
S, G-002
TYPICAL DREDGING SECTIONA1 SCALE: NTS
ACCEPTANCE AREAS
ENTRANCE CHANNEL
INNER HARBOR BASIN CHANNEL
MARINA ACCESS CHANNEL
SHEET ID DESCRIPTION
G-001 COVERSHEET
G-002 LEGEND, ABBREVIATIONS, GENERAL NOTES
AND TYPICAL DREDGING SECTION
G-003 SITE LAYOUT AND CHANNEL ALIGNMENT
CONTROL
G-004 ALIGNMENT CONTROL TABLES
C-101 DREDGING PLAN
C-102 WHALER ISLAND PLACEMENT SITE PLAN
(SEE NOTES 7 AND 8 ABOVE)
SCHEDULE OF DRAWINGS
WHALER ISLAND
PLACEMENT SITE
ENTRANCE CHANNEL
INNER HARBOR
BASIN CHANNEL
MARINA ACCESS CHANNEL
STA 22+32.56
LIMIT OF ENTRANCE
CHANNEL AND INNER
HARBOR BASIN CHANNEL
0+
4+
8+
+0
+0
+0
+0
+0
32+00
36+00
40+00
43+03
12+37
0+00
4+00
8+
12+00
OUTER BREAKWATER
INNER
BREAKWATER
WHALER ISLAND GROIN
CITIZENS
DOCK
B STREET PIER
INNER HARBOR
BREAKWATER
LIGHTHOUSE JETTY
STA 1+16.46
LIMIT OF INNER HARBOR BASIN
AND MARINA ACCESS CHANNEL
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16L17
L1
L1
L2
L2
L22
L2
L2
L2
L2
L27 L28 L29
C1
C2
C3
C4
C5 C6 C7 C8
C9
C10
C11
C12
C13
C14
C15
P1
P2
P3P4
WHALER ISLAND
US COAST GUARD STATION
100 ANCHOR WAY
CRESCENT CITY, CA 95531
STARFISH WAY
AN
CHOR
W
AY
HIGHW
AY 101
CITIZENS D
OCK R
OAD
EELGRASS (TYP)
L30
L31 L32
L3
EELGRASS 15 METER
BUFFER ZONE (TYP.) -
NO DREDGING
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-G
-0
.D W
G
:3 0:
A
M
/9 /2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
NOTE:
REFER TO LOCATION MAP ON SHEET G-01 FOR
PROJECT LOCATION.
C H
AN
N
EL
A
LI
G
N M
EN
T
C O
N
TR
O L
SI
TE
L
AY
O U
T
AN
D
G-003250'250' 0' 500'
SCALE: 1" = 250'
PLAN
NORTH
PLAN - SITE LAYOUT AND CHANNEL ALIGNMENT CONTROLA1 SCALE: 1"=250'
CRESCENT CITY
HARBOR
PACIFIC OCEAN
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-G
-0
.D W
G 9:
:0
AM
/9
/2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
ALIGNMENT CONTROL TABLESA1 SCALE: NONE
AL
IG
N M
EN
T
C O
N
TR
O L
TA
BL
ES
G-004
CHANNEL TOE CONTROL TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
LENGTH
511.71'
181.65'
256.22'
53.02'
169.76'
135.09'
318.88'
97.59'
154.26'
247.70'
334.28'
697.02'
300.73'
374.73'
354.50'
288.52'
110.07'
249.03'
398.82'
1526.03'
700.01'
320.00'
700.01'
1541.41'
447.67'
369.97'
240.05'
133.58'
259.21'
DIRECTION
N60° 13' 35.43"E
N43° 53' 37.18"E
N23° 00' 13.05"E
N39° 05' 54.87"W
N46° 25' 55.55"E
S38° 59' 27.58"E
S22° 57' 34.54"W
S25° 05' 40.44"E
S35° 14' 07.59"W
S60° 13' 35.14"W
S56° 30' 00.31"W
S32° 56' 48.53"E
S55° 05' 53.50"W
N32° 50' 52.28"W
N33° 00' 10.31"W
N76° 53' 41.25"W
S65° 54' 11.76"W
S30° 56' 58.39"W
S01° 24' 59.97"E
S00° 54' 52.73"E
S01° 25' 33.53"E
S88° 34' 28.62"W
N01° 25' 33.53"W
N03° 33' 26.36"E
N01° 27' 05.44"W
N30° 59' 29.92"E
N65° 57' 17.54"E
S76° 59' 59.70"E
N80° 52' 51.91"E
START NORTHING
2526428.90
2526683.00
2526813.90
2527049.75
2527090.90
2527207.90
2527102.90
2526809.28
2526720.90
2526594.90
2526471.90
2526287.40
2525702.48
2525530.41
2525845.23
2526142.53
2526207.95
2526163.01
2525949.44
2525550.74
2524024.90
2523325.11
2523317.15
2524016.94
2525555.38
2526002.91
2526320.06
2526417.87
2526387.82
START EASTING
5964896.75
5965340.91
5965466.85
5965566.98
5965533.54
5965656.54
5965741.54
5965617.15
5965658.54
5965569.54
5965354.54
5965075.79
5965454.87
5965208.23
5965004.97
5964811.88
5964530.87
5964430.39
5964302.32
5964312.18
5964336.54
5964353.96
5964034.06
5964016.64
5964112.28
5964100.94
5964291.44
5964510.66
5964640.82
END NORTHING
2526683.00
2526813.90
2527049.75
2527090.90
2527207.90
2527102.90
2526809.28
2526720.90
2526594.90
2526471.90
2526287.40
2525702.48
2525530.41
2525845.23
2526142.53
2526207.95
2526163.01
2525949.44
2525550.74
2524024.90
2523325.11
2523317.15
2524016.94
2525555.38
2526002.91
2526320.06
2526417.87
2526387.82
2526428.90
END EASTING
5965340.91
5965466.85
5965566.98
5965533.54
5965656.54
5965741.54
5965617.15
5965658.54
5965569.54
5965354.54
5965075.79
5965454.87
5965208.23
5965004.97
5964811.88
5964530.87
5964430.39
5964302.32
5964312.18
5964336.54
5964353.96
5964034.06
5964016.64
5964112.28
5964100.94
5964291.44
5964510.66
5964640.82
5964896.75
CHANNEL CL ALIGNMENT CONTROL
POINT NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
NORTHING
2523321.13
2524020.92
2525553.06
2525976.17
2526241.54
2526312.91
2526290.37
2526285.71
2526207.67
2525630.45
2526284.77
2526560.12
2526652.44
2527079.88
2527144.80
EASTING
5964194.01
5964176.59
5964212.14
5964201.63
5964360.92
5964520.76
5964618.13
5964854.32
5964948.91
5965351.62
5964900.50
5965313.78
5965473.68
5965655.12
5965590.20
LONGITUDE
W124° 11' 21.20"
W124° 11' 21.66"
W124° 11' 21.70"
W124° 11' 21.98"
W124° 11' 19.96"
W124° 11' 17.88"
W124° 11' 16.59"
W124° 11' 13.47"
W124° 11' 12.20"
W124° 11' 06.70"
W124° 11' 12.86"
W124° 11' 07.50"
W124° 11' 05.42"
W124° 11' 03.17"
W124° 11' 04.05"
LATITUDE
N041° 44' 10.76"
N041° 44' 17.67"
N041° 44' 32.81"
N041° 44' 36.98"
N041° 44' 39.64"
N041° 44' 40.39"
N041° 44' 40.19"
N041° 44' 40.20"
N041° 44' 39.46"
N041° 44' 33.85"
N041° 44' 40.20"
N041° 44' 43.03"
N041° 44' 43.98"
N041° 44' 48.24"
N041° 44' 48.87"
W124° 10' 56.84"
W124° 10' 54.27"
W124° 10' 59.06"
W124° 10' 59.97"
N041° 44' 28.53"
N041° 44' 26.19"
N041° 44' 24.66"
N041° 44' 24.75"
LINE #
L30
L31
L32
L34
LENGTH
306.65'
394.28'
70.00'
430.01'
DIRECTION
S37° 55' 41.67"E
S68° 15' 29.62"W
N80° 20' 41.39"W
N33° 15' 19.30"E
START NORTHING START EASTING END NORTHING END EASTING
WHALER ISLAND PLACEMENT SITE
POINT NO.
P1
P2
P3
P4
NORTHING EASTING LONGITUDE LATITUDE
2525073.21
2524831.33
2524685.28
2524696.90
5966085.31
5966273.80
5965907.57
5965838.54
2525073.21 5966085.31 2524831.33 5966273.80
2524831.33 5966273.80 2524685.28 5965907.57
2524685.28 5965907.57 2524696.90 5965838.54
2524696.90 5965838.54 2525073.21 5966085.31
+3
1+00 2+00
3+00
4+00 5+00
6+00
7+00
8+00
9+00
10+00
11+00
+0
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
+0
+0
+0
+0
+0
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
11.9 12.4 13.0 13.7 14.0 14.2 14.3 14.3 14.3 14.2 14.5 14.6 14.7 14.7 14.7 14.6 14.7 14.8 14.7 14.6 14.5 14.5 14.6
11.5 12.0 12.8 13.4 13.5 13.5 13.7 13.8 13.9 13.9 14.0 14.3 14.4 14.4 14.5 14.7 14.8 14.8 14.8 14.8 14.7 14.7 14.7
11.5 12.0 12.9 13.2 13.2 13.1 13.3 13.5 13.6 13.5 13.3 13.4 13.6 13.6 13.7 14.1 14.3 14.4 14.5
12.4 13.0 13.2 13.2 13.0 13.1 13.4 13.5 13.6 13.4 13.4 13.5 13.5 13.5 13.8 14.0 14.0 14.0
12.5 13.1 13.4 13.5 13.4 13.5 13.6 13.6 13.5 13.5 13.5 13.5 13.5 13.6 13.7 13.7 13.6
12.4 12.9 13.1 13.3 13.3 13.4 13.3 13.3 13.1 13.1 13.2 13.1 13.2 13.4 13.3 13.6 13.7
11.6 11.7 12.0 12.2 12.3 12.5 12.7 13.0 13.1 13.1 13.1 13.1 13.0 12.6 13.0 13.1 13.2
11.8 11.8 11.9 12.1 12.3 12.4 12.5 12.7 12.8 12.8 12.9 12.8 12.7 12.5
11.7 11.6
11.5 11.7 12.0 12.1 12.2 12.3 12.4 12.6 12.8 12.7 12.5 12.6 12.8 12.3
11.2 11.6 11.8 12.0 12.1 12.1 12.2 12.1 12.2 12.2 12.2 12.2 12.9 12.2
10.7 11.2 11.6 11.9 12.0 12.1 12.0
11.9 11.8 11.6 11.4 11.2 11.5 12.3
11.5
10.3 11.1 11.9 12.3 12.5 12.5 12.3
11.9 11.6 11.2 11.4 11.5 11.4 11.5 11.5
9.9
9.7
.7
.5
.1
.5
.6
.6
.4
.1
.8
.7
.6
.0
.0
.8
.7
.2
.0
.1
.0
.5
.0
.0
.1
.9
.7
.1
.8
.1
.5
.6
.1
.2
8.
9.
.8
.9
.7
.5
.9
.1
.9
.7
.9
.2
.2
.6
.5
.3
8.
9.
.9
.2
.3
.1
.4
.9
.9
.6
.0
.1
.2
.5
.9
.3
8.
.6
.2
.4
.4
.7
.7
.2
.3
.3
.4
.3
.0
8.
9.
.8
.7
.1
.9
.7
.2
.1
.4
.5
.8
.0
9.
.8
.6
.5
.0
.7
.8
.4
.1
.9
.5
.9
.2
9.
.8
.0
.4
.5
.4
.8
.9
.6
.2
.3 9.
9.
.1
.6
.9
.4
.0
.6
.5
.0
.3
.7 8.
7.
7.
29.
.5
.0
.4
.1
.4
.0
.7
.1
.8
.9
.2 11 .6 9.
4 7.
.3
.3 13 .8 13 .5 12 .7 12 .4 13 .6 15 .5 16 .8 17 .2 14 .8 13 .2
.4 12
.3 13 .8 13
.6 13 .2 13
.2 13 .2 13
.6 15 .8 16
.5 15 .3
24.9 25.1 25.1 25.1 25.2 25.3 25.4 25.4 25.4 25.6 25.7 25.7 25.8 25.9 25.9 26.0 26.1 26.1 26.1 26.2 26.3 26.2 26.3 26.4 26.4 26.4 26.4 26.3
21.7 22.0 22.1 22.3 22.5 22.6 22.7 22.9 23.2 23.3 23.4 23.5 23.7 23.8 23.9 24.1 24.2 24.3 24.4 24.5 24.4 24.5 24.6 24.7 24.7 24.9 25.0 25.0
18.9 19.2 19.5 19.7 19.9 20.1 20.3 20.6 20.9 21.0 21.2 21.4 21.6 21.8 21.9 22.1 22.2 22.3 22.5 22.6 22.7 22.9 23.1 23.1 23.2 23.4 23.5 23.5
16.8 17.1 17.4 17.7 18.0 18.2 18.5 18.7 19.0 19.2 19.4 19.6 19.8 20.0 20.2 20.3 20.5 20.7 20.9 20.8 21.2 21.4 21.6 21.7 21.8 22.0 22.0 22.1
16.0 16.2 16.5 16.8 17.1 17.3 17.5 17.8 18.0 18.2 18.4 18.6 18.9 19.0 19.2 19.4 19.5 19.7 19.8 20.0 20.2 20.4 20.5 20.6 20.7 20.7 20.7
15.6 15.9 16.1 16.4 16.7 16.9 17.0 17.3 17.5 17.7 17.9 18.1 18.3 18.5 18.6 18.8 18.9 19.0 19.0 19.2 19.4 19.5 19.6 19.7 19.8 19.9 19.9
16.7 16.9 17.2 17.5 17.7 17.6 17.8 17.9 18.1 18.2 18.3 18.4 18.5 18.7 18.7 18.8 18.9 19.0 19.1 19.2 19.3 19.4 19.5 19.6 19.7
.1
.3
.3
.4
.4
.5
.6
.8
.8
.9
.0
.0
.0
.2
.2
.2
.3
.3
.4
.4
.5
.5
.5
.6
.7
.7
.0
.2
.3
.4
.5
.6
.7
.8
.9
.0
.9
.9
.9
.9
.0
.9
.9
.9
.8
.8
.8
.8
.8
.8
.9
.9
.8
.1
.4
.7
.9
.0
.1
.1
.2
.3
.4
.3
.4
.4
.3
.4
.3
.3
.2
.2
.2
.1
.1
.1
.1
.0
.6
.0
.3
.6
.9
.1
.1
.1
.2
.3
.3
.3
.3
.3
.3
.4
.3
.3
.2
.2
.2
.1
.1
.1
.0
.6
.0
.3
.6
.8
.0
.0
.0
.1
.1
.1
.1
.1
.1
.2
.2
.1
.2
.1
.0
.0
.9
.9
.8
.7
.6
.0
.3
.6
.7
.8
.8
.9
.9
.9
.9
.9
.9
.9
.9
.0
.9
.9
.8
.8
.7
.7
.6
.6
.8
.1
.3
.5
.5
.5
.6
.7
.7
.7
.7
.7
.7
.7
.7
.7
.7
.6
.7
.5
.4
.3
.2
.1
.8
.1
.2
.3
.4
.4
.4
.5
.5
.5
.5
.5
.6
.5
.6
.5
.5
.4
.3
.1
.0
.9
.7
.7
.0
.1
.1
.1
.1
.2
.3
.3
.4
.4
.3
.4
.3
.4
.4
.3
.2
.0
.9
.7
.6
.4
.7
.8
.9
.9
.0
.0
.0
.1
.2
.2
.2
.1
.1
.1
.1
.1
.0
.9
.7
.5
.3
.0
.5
.7
.7
.8
.8
.8
.8
.9
.0
.0
.0
.0
.9
.0
.9
.8
.6
.5
.2
.0
.8
.5
.5
.7
.6
.7
.7
.7
.7
.8
.8
.9
.8
.9
.8
.8
.6
.4
.3
.9
.7
.5
.1
.6
.6
.6
.6
.6
.6
.6
.7
.7
.7
.6
.6
.6
.4
.2
.0
.7
.4
.1
.8
.4
.5
.5
.6
.6
.5
.5
.5
.5
.4
.3
.2
.0
.8
.5
.1
.9
.5
.2
.0
.7
.3
.4
.4
.4
.4
.3
.1
.0
.8
.7
.5
.3
.1
.9
.6
.3
.1
.8
.6
.4
.2
.3
.2
.1
.9
.8
.5
.5
.2
.9
.7
.4
.1
.9
.7
.5
.3
.2
.1
.7
.8
.9
.0
.0
.9
.0
.2
.3
.3
.3
.3
.3
.3
.2
.2
.0
.7
.1
.7
.8
.9
.9
.0
.0
.0
.1
.3
.3
.3
.3
.4
.4
.5
.5
.4
.2
.0
.7
.5
.6
.7
.8
.8
.8
.7
.9
.0
.1
.1
.0
.0
.1
.2
.3
.2
.1
.0
.7
.8
.2
.4
.4
.4
.3
.4
.5
.7
.8
.7
.7
.6
.6
.7
.7
.7
.5
.1
.4
16.7 16.9 17.0 17.1 17.1 17.1 17.2 17.3 17.4 17.4 17.5 17.4 17.3 17.3 17.3 17.2 17.1 16.8 16.5 16.1
16.5 16.7 16.8 16.8 16.8 16.8 16.9 16.9 16.9 16.9 16.9 16.7 16.6 16.5 16.4 16.2 16.0 15.6 15.3
15.5 15.8 15.9 16.0 16.1 16.1 16.2 16.3 16.2 16.1 16.0 15.9 15.8 15.6 15.5 15.3 15.0 14.7 14.4
14.4 14.8 15.0 15.115.115.2 15.3 15.2 15.2 15.115.014.914.7
14.5 14.2 13.9 13.713.2
13.914.714.915.015.015.115.014.915.014.914.814.814.714.514.414.113.813.613.413.012.5
14.915.015.015.115.014.914.914.814.814.614.414.314.213.913.713.413.212.912.4
14.814.814.814.814.714.714.614.514.314.013.813.613.313.012.612.3
14.814.915.015.015.014.814.614.414.214.013.713.413.213.012.612.0
14.2 16.4 16.9 16.4 15.9 15.5 15.4 15.3 15.1 15.1 15.1 15.1 15.0 14.8 14.7 14.6 14.4 14.2 14.0 14.0 13.3 13.0
15.9 16.5 16.1 15.8 15.6 15.5 15.3 15.1 15.1 15.0 15.0 15.1 15.0 14.9 14.8 14.6 14.6 14.6 14.4 14.4 14.0 12.9
15.2 15.4 15.3 15.1 14.9 14.9 14.8 14.7 14.7 14.8 15.0 15.1 15.1 15.0 14.8 15.0 15.0 14.8 14.8 14.5 14.2 12.99.0
14.8 15.0 15.0 14.8 14.9 14.7 14.8 14.9 14.9 15.0 15.1 15.1 15.1 14.9 14.7 14.7 14.8 14.9 14.9 14.6 14.3 13.48.9
14.6 14.8 14.9 14.9 14.7 14.7 14.6 14.6 14.6 14.6 14.7 14.8 14.8 14.8 14.9 14.8 14.8 14.7 14.6 14.9 15.0 14.3 13.09.6
13.1 13.8 13.0 13.1 13.4 13.4 13.2 13.2 13.2 13.5 13.4 13.5 14.0 13.8 13.7 13.8 13.6 13.5 13.6 13.4 12.8 12.110.518
.2
.2
.1
.0
.9
.7
.4
.4
.1
.8
.5
.2
.9
.6
.4
.2
.0
.8
.7
.0
.2
.1
.0
.9
.7
.5
.4
.1
.8
.5
.2
.8
.4
.1
.9
.6
.4
.2
.9
.0
.0
.0
.9
.8
.7
.7
.5
.3
.1
.8
.4
.9
.5
.1
.7
.3
.9
.7
.9
.0
.0
.0
.9
.8
.0
.0
.1
.0
.9
.8
.7
.4
.1
.6
.1
.4
400'0' 200'
SCALE: 1" = 200'
600'
LEGEND
ELEV 0 TO -15.0
ELEV -15.0 TO -16.0
ELEV 0 TO -20.0
ELEV -20 TO -21.0
WHALER ISLAND
U.S. COAST GUARD
FACILITY
PELICAN ROCK
EXISTING
BREAKWATER
EXISTING PIER
DREDGING PLAN
CHANNEL TOE, TYP.
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-(C
-1
-C -1
).D
W G
:1
8:
A M
/9
/2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
D R
ED
G
IN
G
P
LA
N
C-101
100'0' 50'
SCALE: 1" = 50'
200'
WHALER ISLAND
N 2,525,073.21 E 5,966,085.31
N 2,524,831.33 E 5,966,273.90
N 2,524,685.28 E 5,965,907.57
N 2,524,896.90 E 5,965,838.54
WHALER ISLAND PLACEMENT SITE
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SA
N
F R
AN
C
IS
C
O D
IS
TR
IC
T
G O
LD
EN
G
AT
E
AV
E, TH
F
LO
O
R
SA
N F
R
AN
C
IS
C O
, C A
2-
AN
SI
D
D
EL
N O
R
TE
C O
U N
TY
, C
AL
IF
O R
N
IA
C R
ES
C
EN
T
C
IT
Y H
AR
BO
R
FY
M
AI
N
TE
N
AN
C
E D
R
ED
G
IN
G P
R O
JE
C
T
SO
LI
C
IT
AT
IO
N C
:\U
SE
R S\
L3
EC
EJ
TP
\D O
C U
M
EN
TS
\P
W W
O R
K\
SP
N \D
9\
SF
C R
C
-(C
-1
-C -1
).D
W G
:2
1:
A M
/9
/2
L3
EC
EJ
TP
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
F.
S
U N
J.
P
EH
R
SO
N
K.
P
O W
EL
L
S.
H
A
JU
LY
W
2P
4B
W
2P
4C
XX
XX
PL
AC
EM
EN
T
SI
TE
P
LA
N
W H
AL
ER
IS
LA
N D
C-102
| SF26CRC2024-01-G-001 |
| Sheets and Views |
| G-001 |
| SF26CRC2024-02-G-002 |
| SF26CRC2024-03-G-003 |
| SF26CRC2024-04-G-004 |
| Sheets and Views |
| G-004 |
| SF26CRC2024-05-C-101 |
| SF26CRC2024-06-C-102 |
| 2024-07-09T15:37:30-0700 | |
| Son Ha |
| 2024-07-09T15:40:25-0700 | |
| Robin K. Inaba |
File details come from the government source that posted it. Updated .