B.08.02 IWW Palm Valley PLANS.pdf
PDF 16 MB Posted
- Solicitation number
- W912EP21B0010
About this file
This federal contract opportunity notice solicits bids for maintenance dredging of the Intracoastal Waterway in St. Johns County, Florida. The work includes dredging approximately 641,500 cubic yards of shoal material from seven cuts along a 4.4 mile stretch of the waterway to a depth of 12 feet plus 2 feet of allowable overdepth. All dredged material will be placed in an existing Dredged Managed Material Area located approximately 2 to 7.5 miles from the project limits. The solicitation requires use of a minimum size 16-foot cutterhead dredge and includes turbidity and endangered species monitoring. Bids are due by July 19, 2021. The acquisition is a total small business set-aside with an estimated value between $10-15 million and a 210-day period of performance. The solicitation will be issued electronically on beta.Sam.gov and interested vendors must register as interested vendors to receive amendments.
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US Army Corps
SOLICITATION NO.:
C-10
I N T R A C O A S T A L W
A T E R W A Y
A T L A N T I C O C E A N
P R
O J
E C
T L
IM
IT
S
D U V A L C O U N T Y
GENERAL
SHEET INDEX
G-01
G-02
COVER AND SHEET INDEX
G-03
G-04
PROJECT OVERVIEW
C-01
C-02
C-03
C-04
C-05
C-06
CIVIL
C-07
C-08
C-09
G-05 CHANNEL CONTROL DATA
CHANNEL CONTROL DATA
N
J. TURNER BUTLER BOULEVARD
PALM
V
ALL
EY
R O
AD
MAINTENANCE DREDGING
C O
U N
T Y
L
IN
E
U .S . R
O U T E
NOT TO SCALE
C-13
C-11
C-12
C-16
C-14
C-15
C-17
RESOURCE
R-01
R-02
R-03
G-01
G E
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R A
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C O
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N D S
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ABBREVIATIONS AND SYMBOLOGY
DREDGING CROSS SECTIONS
DU-9 DISPOSAL AREA - OVERVIEW
ISSUE DATE:
INTRACOASTAL WATERWAY, JACKSONVILLE TO MIAMI
MAINTENANCE DREDGING, 12-FOOT PROJECT
PALM VALLEY, NORTH REACH
JACKSONVILLE DISTRICT
W912EP-B-0010
JUNE 2021
ST. JOHNS COUNTY, FLORIDA
SHEET ID SHEET TITLE
S T A T E O F F L O R I D A
S T. J O H N S C O U N T Y
R-04
P A L M V
A L L E Y
DU-9 DISPOSAL AREA
DU-9 DISPOSAL AREA AS-BUILT - EXISTING SITE CONDITIONS
DU-9 DISPOSAL AREA AS-BUILT - SITE PLAN
DREDGING PLAN - STA. 26+00 CUT-DU-19 TO STA. 5+00 CUT-SJ-2
DREDGING PLAN - STA. 5+00 CUT-SJ-2 TO STA. 13+00 CUT-SJ-3
DREDGING PLAN - STA. 13+00 CUT-SJ-3 TO STA. 11+00 CUT-SJ-4
DREDGING PLAN - STA. 11+00 CUT- SJ-4 TO STA. 45+00 CUT- SJ-4
DREDGING PLAN - STA. 45+00 CUT-SJ-4 TO STA. 12+00 CUT-SJ-5
DREDGING PLAN - STA. 12+00 CUT-SJ-5 TO STA. 46+00 CUT-SJ-5
DREDGING PLAN - STA. 46+00 CUT-SJ-5 TO STA. 79+00 CUT-SJ-5
DREDGING PLAN - STA. 79+00 CUT-SJ-5 TO STA. 112+00 CUT-SJ-5
DREDGING PLAN - STA. 112+00 CUT-SJ-5 TO STA. 4+00 CUT-SJ-6
DREDGING PLAN - STA. 4+00 CUT-SJ-6 TO STA. 38+00 CUT-SJ-6
DREDGING PLAN - STA. 38+00 CUT-SJ-6 TO STA. 72+00 CUT-SJ-6
DREDGING PLAN - STA. 72+00 CUT-SJ-6 TO STA. 5+00 CUT-SJ-7
DREDGING PLAN - STA. 5+00 CUT-SJ-7 TO STA. 3+00 CUT-SJ-8
DREDGING PLAN - STA. 3+00 CUT-SJ-8 TO STA. 35+00 CUT-SJ-8
DREDGING PLAN - STA. 35+00 CUT-SJ-8 TO STA. 8+00 CUT-SJ-9
DU-9 DISPOSAL AREA AS-BUILT - TYPICAL SECTIONS
DU-9 DISPOSAL AREA AS-BUILT - WEIR DETAILS
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G-02
LIGHTED BEACON
GREEN DAYBEACON
RED DAYBEACON
CAN BUOY
NUN BUOY
RED LIGHTED BUOY / GREEN LIGHTED BUOY
IN THE DIRECTION OF ARROW
MONUMENT FALLS OFF THE PAGE
CONTROL POINT
VERTICAL / TIDAL CALIBRATION
ELEVATION AND LOCATION
PROJECT CHANNEL
DREDGING AREAS
CONTROL MONUMENT
HORIZONTAL AND VERTICAL
TIDE STAFF
49.5
CHANNEL CL PI POINT
PID AF31
CB-JH99-22
-I
W W
M D
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D E
C
HYDROGRAPHIC SURVEYING, 30 NOV 13.
WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003,
9.SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS
AVAILABLE DEPTHS AT THE TIME OF SURVEY.
GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF
ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATEING THE
8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE
CUTS SJ-01 SJ-0727-29 APRIL 2020 SB-48
REMAINDER OF CUT SJ-1403 APRIL 2020 SB-44
PORTION CUT SJ-12, SJ13 AND PORTION OF CUT SJ-1402 APRIL 2020 SB-44
CUTS SJ-10 SJ-11 AND PORTION OF CUT SJ-1227 MARCH 2020 SB-48
CUTS SJ-08 SJ-0926 MARCH 2020 SB-48
CUTSURVEY VESSEL DATE OF SURVEY
ECHOSOUNDER AND ROSS 835C DUAL-FREQUENCY SMART SOUNDER.
7. VERTICAL MEASURMENTS WERE MADE USING AN EDGETECH 6205 MULTIPHASE
NOAA TIDAL STATION 8720398 “0398 J 2003”(NGS PID: DL5790) FOR ALL CUTS SJ-01 THRU SJ-14
PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS SITES SPECIFIED BELOW:
ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE
1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC
6. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH AND
THRU SJ-14
REFERENCE BASE LOCATED AT “0398 J 2003”(OPUS PID: DL5790) FOR ALL CUTS SJ-01
THE FOLLOWING REFERENCE BASE LOCATIONS:
5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH
1983, (NAD83).
THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF
4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR
3. AIDS TO NAVIGATION WERE LOCATED AS PART OF THIS SURVEY.
2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.
1. REFER TO SURVEY NO. 20-098
DREDGE AREA
PIPELINE CORRIDOR
STAGING AREA
TERMS AND ABBREVIATIONS
DISCIPLINE DESIGNATOR LEGEND - NAVIGATION
GENERAL SYMBOLOGY
REFERENCE SYMBOL KEY
GENERAL NOTES
LEGEND - GEOTECHNICAL BORINGS
LEGEND - AIDS TO NAVIGATION
IDENTIFIER
CORE BORING
A B
B R
E V
IA
T
IO
N S A
N D S
Y M
B O
L O
G Y
NO WAKE
SIGN
INFORMATION SIGN
"INFO SIGN"
R - RESOURCE
C - CIVIL
G - GENERAL
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
IDENTIFICATION
S-56 S-56
SHOWN
DRAWING WHERE
400'0 200'20' 40'0
SECTION NAME
TITLE
DRAWING WHERE SHOWN
GRAPHIC SCALE
CROSS SECTIONC
C-16
HORIZONTALVERTICAL
FULL CROSS SECTION
DRAWING AREA - CROSS SECTION PROFILE
D D
200'0 100'
N
NORTH INDICATOR
GRAPHIC SCALE
TITLE
DRAWING AREA - PLAN
PLAN VIEW
CHANNEL SURVEY NOTES
CHANNEL LIMIT PI POINTSJRL 1
SJ 1
SYMBOLS SHOWN ON THIS SHEET.
ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF
CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR
6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE
DATED 2020).
IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY
PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS
FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE
INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE
5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR
CENTERLINE.
SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL
4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.
REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).
BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE
THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR
NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR
(NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS
INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988
TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC
3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER
ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).
COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011
2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
CHANNEL CENTERLINE
CHANNEL LIMIT
WIDENER LIMIT
VERT
USACE
TYP
STA
ST
RGE
RD
PID
PI
N.T.S.
NOAA
NAVD88
NAD 83
MLLW
IWW
HORIZ
FT
EL / ELEV
CY
COR
CL
BLVD
VERTICAL
UNITED STATES ARMY CORPS OF ENGINEERS
TYPICAL
STATION
STREET
RANGE
ROAD
PERMANENT IDENTIFIER
POINT OF INTERSECTION
NOT TO SCALE
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NORTH AMERICAN VERTICAL DATUM OF 1988
NORTH AMERICAN DATUM OF 1983
MEAN LOWER LOW WATER
INTRACOASTAL WATERWAY
HORIZONTAL
FOOT/FEET
ELEVATION
CUBIC YARD
CONTRACTING OFFICER REPRESENTATIVE
CENTERLINE
BOULEVARD
TOTALS
NOTE:
AREA
DREDGE
DEPTH
REQUIRED
VOLUME TO
OVERDEPTH
ALLOWABLE
VOLUME IN
VOLUME
TOTAL
LOCATION
TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.
REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING
N
S H
E E
T T
IT
L E
2000' 4000'0 G-03
G E
N E
R A
L
P R
O J E
C T O
V E
R V
IE
W -I
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PROJECT OVERVIEW
A T L A N T I C O C E A N
S T A T E O F F L O R I D A
I N T R A C O A S T A L W
A T E R W A Y
D U V A L C O U N T Y
S T. J O H N S C O U N T Y
PALM
V
ALL
EY
B
O U
LE
VAR
D
MAINTENANCE DREDGING
STA. 0+
00 C
UT-SJ
-1
STA. 45
+00
CUT-SJ
-8
P R O J E C T L
I M I T
S
P A L M V A L L E Y
C O
U N
T Y
L
IN
E
1 1,900 3,100 5,000
449,000 653,000
205,900 452,100 658,000
S A
N P
A B
L O R
O A
D
DU-9 DISPOSAL AREA
ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS
CUT SJ-1 STA. 16+25 TO CUT SJ-1 STA. 21+65.82
Y= 2160000
X
X
X
X
X
X
Y= 2150000
Y= 2140000
Y= 2130000
Y= 2120000
Y= 2110000
Y= 2100000
ROAD
ACCESS
204,000CUT SJ-2 STA. 7+00 TO CUT SJ-8 STA. 42+20 2
J TURNER BUTLER BOULEVARD
ROAD
ACCESS
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J U
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GULF OF MEXICO
LAKE
OKEECHOBEE
ALABAMA
GEORGIA
TALLAHASSEE
PENSACOLA
JACKSONVILLE
ORLANDO
FT MYERS
MIAMI
TAMPA
KEY WESTN.T.S.
LOCATION MAP
OF WORK
LOCATION
CANAVERAL
ST LUCIE
ST AUGUSTINE
GAINESVILLE
FLORIDA
OCEAN
ATLANTIC
BEACH
WEST PALM
FT. LAUDERDALE
M A
T C
H L
IN
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H E
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-0 S
T A
C
U T -S
J -4
N N
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G E
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G-04
M A
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H L
IN
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H E
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-0 S
T A
C
U T -S
J -4
M A
T C
H L
IN
E S
H E
E T G
-0 S
T A
C
U T -S
J -6
400' 800'0
400' 800'0
X= 525000
Y
Y
X= 522500
Y
Y
Y
X= 52
Y
X= 52
X= 525000
Y
X= 522500
Y
Y
X= 520000Y
Y
Y
X= 520000
Y
Y
0X= 530000
Y
Y
Y
Y
X= 527500
Y
Y
Y
X= 525000Y
Y
Y
X= 527500
C H
A N
N E
L C
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T R
O L D
A T
A
CHANNEL CONTROL DATA
CHANNEL CONTROL DATA
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IL
L E T
O M
IA
M I
M A
IN
T E
N A
N C
E D
R E
D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
Y F
L O
R
ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
POINT (Y) NORTHING(X) EASTING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
CHANNEL CONTROL POINTS
2144303.98
2144343.40
2144323.69
2147625.91
2148039.91
2147864.60
2147930.92
2147897.76
2149687.09
2150101.55
2149795.85
2149861.71
2149828.78
2151616.36
2152202.92
2151913.30
2151910.35
2151911.82
523852.36
523971.05
523911.70
522870.77
522622.66
522800.24
522910.99
522855.61
521132.04
520886.87
520843.94
520955.15
520899.54
520455.60
520469.68
520241.09
520371.90
520306.50
SJRL 4
SJLL 4
SJ 4
SJWD 3B
SJWD 3A
SJRL 3
SJLL 3
SJ 3
SJWD 2B
SJWD 2A
SJRL 2
SJLL 2
SJ 2
SJWD 1B
SJWD 1A
SJRL 1
SJLL 1
SJ 1
CUT SJ-1
CUT
SJ
-2
CUT SJ-3
CUT SJ-4
RGE.
RGE.
RGE. 0
RGE. 125
RGE. 125
RGE. 0
RGE. 125
RGE. 0
ST. JOHNS COUNTY
INTRACOASTAL WATERWAY
S J L L
S J
W D
B
S J
W D
A
S T
A C
U T -S
J -1
S T
A . 1
.0
C
U T -S
J -1
S T
A . 0
C
U T -S
J -2
S J
S J R
L
S J
W D
A
S J
W D
B S
T A . 2
.0
C
U T -S
J -3
S T
A . 2
.6
C
U T -S
J -2
S T
A . 0
C
U T -S
J -3
S J
S J L L
S J R
L
S T
A C
U T -S
J -4
S T
A .8
C
U T -S
J -3
S J
W D
B
S J
W D
A
S J L L
S T
A .0
C
U T -D
U -1
S T
A .0
C
U T -S
J -1
S T
A .8
C
U T -D
U -1
S T
A . 2
.8
C
U T -S
J -1
S T
A . 2
.0
C
U T -S
J -2
S J L L
S T
A . 2
.0
C
U T -S
J -2
S J
S J R
L 1 S
J
S J R
L
RGE. 62.5
RGE.
.5
RGE. 62.5
RGE. 62.5
CUT SJ-5
S J
W D
A
S J
W D
B
S J L L
S J
S J R
L
S T
A .0
C
U T -S
J -4
S T
A
.0
C
U T -S
J -5
S T
A
.6
C
U T -S
J -4
S T
A C
U T -S
J -5
S T
A .3
C
U T -S
J -5
S T
A C
U T -S
J -6
S J R
L
S J
S J L L
ST. JOHNS COUNTY
INTRACOASTAL WATERWAY
RGE. 125
RGE. 0
RGE. 62.5
POINT (Y) NORTHING(X) EASTING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
CHANNEL CONTROL POINTS
SJRL 6
SJLL 6
SJ 6
SJWD 5B
SJWD 5A
SJRL 5
SJLL 5
SJ 5
529034.87
529157.25
529096.06
526202.37
526089.42
526160.78
526281.29
526221.04
2124162.25
2124187.71
2124174.98
2137855.80
2138249.99
2138056.85
2138091.37
2138074.11
-I
W W
P V -G
I0 .d g n
G E
N E
R A
L
G-05400' 800'0
400' 800'0
M A
T C
H L
IN
E S
H E
E T G
-0 S
T A
C
U T -S
J -6
M A
T C
H L
IN
E S
H E
E T G
-0 S
T A
C
U T -S
J -8
M A
T C
H L
IN
E S
H E
E T G
-0 S
T A
C
U T -S
J -8
X= 527500
Y
Y
X= 527500
Y
Y
X= 530000 Y
X= 532500
Y
X= 535000
Y
0X= 535000
Y
Y
X= 532500
Y
Y
X= 530000
X= 537500
Y
Y
X= 535000
X= 532500
Y
Y
X= 532500 Y
X= 535000 Y
Y
X= 537500
X= 540000
X= 542500
Y
Y
Y
0X= 540000
Y
Y
C H
A N
N E
L C
O N
T R
O L D
A T
A
N
S T
A
C
U T -S
J -1
CHANNEL CONTROL DATA
CHANNEL CONTROL DATA
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
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N
A
M A
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S
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S U
B M
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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
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B
C
D
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F
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2 3 4 5 6 7 8 9 10 11 12
H
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SHEET ID
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US Army Corps
U .S
A R
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D R
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G D
A T
E
F
IL
E N
A M
E
A N
S I E
W E
P -2
-B -0
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
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E
M A
R
IN
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y J
A C
K S
O N
V
IL
L E T
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IA
M I
M A
IN
T E
N A
N C
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D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
Y F
L O
R
ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
POINT (Y) NORTHING(X) EASTING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
CHANNEL CONTROL POINTS
SJRL 8
SJLL 8
SJ 8
SJRL 7
SJLL 7
SJ 7
532209.14
532321.86
532265.50
530896.88
531016.55
530956.71
2112281.93
2112336.12
2112309.03
2115258.89
2115297.31
2115278.10
CUT SJ-6
CUT SJ-7
S J L L
S T
A .3
C
U T -S
J -6
S T
A C
U T -S
J -7
S J
S J L L
S J R
L
S T
A .7
C
U T -S
J -7
S T
A C
U T -S
J -8
S J
S J R
L
RGE. 125
RGE. 0
ST. JOHNS COUNTY
INTRACOASTAL WATERWAY
RGE. 0
RGE. 125RGE. 62.5
RGE. 62.5
CUT SJ
-8
CUT SJ-8
CUT SJ-9
CUT SJ-10
S J L L
S J
S J R
L
S T
A .8
C
U T -S
J -8
S T
A C
U T -S
J -9
S J L L
S J
S J R
L
S T
A .9
C
U T -S
J -9
S T
A C
U T -S
J -1
RGE. 125
RGE. 0
RGE. 125
RGE. 0
RGE. 125
RGE. 0
ST. JOHNS COUNTY
INTRACOASTAL WATERWAY
RGE. 62.5
RGE. 62.5
RGE. 62.5
POINT (Y) NORTHING(X) EASTING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
CHANNEL CONTROL POINTS
SJRL 10
SJLL 10
SJ 10
SJRL 9
SJLL 9
SJ 9
538649.02
538763.27
538706.15
534970.49
535082.18
535026.33
2099392.87
2099443.74
2099418.31
2106993.45
2107049.62
2107021.53
SURVEY CONTROL
872 0398 J DL5790 2,108,072.01 534,265.42 3.53 6.68
HORIZONTAL AND VERTICAL CONTROL POINT
872 0398 J
DESIGNATION PID NORTHING EASTING NAVD88 MLLW
C-0
C-0
C-06
C-07
C-08
C-09
C-10
C-11
C-
C-0
C-0
C-12 C-
C-
C -0
KEY PLAN
N
N.T.S.
.7
.5
.3
.8
.4
.2
.9
.6
.2
.3
.1
.0
.3
.8
.7 .7
.7
.7
.6
.4
.4
.1
.1
.7
.1
9.
9.
.9
.9
.9
9.
9.
9.
.8
9.
9.
9.
.7
.7
9.
9.
9.
9.
9.
.5
9.
9.
9.
49.
.4
9.
9.
3 9.
39.
9.
.2
.2
.2
9.
9.
9.
8.
8.
8.
.9
.9
8.
8 8.
8.
8.
8.
.7
8.
.6
8.
8.
8.
.5
8.
8.
8.
8.
8.
2 8.
8.
8.
.0
7.
7.
7.
87.
7.
7.
7.
7.
57.
7.
5 7.
7.
7.
7.
7.
7.
.2
7.
7.
.1
7.
7.
.0
6.
6.
6.
.9
6.
6.
8 6.
6.
6.
6.
56.
6.
6.
6.
6.
0 6.
6.
6.
5.
5.
5.
85.
.8
5.
5.
65.
6 5 .6
5.
5.
5.
5.
5.
5.
5.
3 5.
5.
5.
0 5.
5.
4.
4.
4.
64.
4.
4.
4.
4.
3.
93.
3.
73.
02.
520,233 2,151,899
2,149,772520,838LT-48 (04/20)
LT-46 (04/20)
MAP
LABEL
AIDS TO NAVIGATION
PLANE COORDINATES
YX
"LT-46"
"LT-48"
"L T -4
"L T -4
A
C-16
A
C-16
C B -I
W W
S J -2
C B -I
W W
S J -1
N
100' 200'0 C-01
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
C
IV
IL
INTRACOASTAL WATERWAY
ST JOHNS COUNTY
RANG
E 0
RANGE
RANGE
.5RANGE
RANG
E 62.5
RANG
E 125
-P
V M
D -C
N .D
G N
APPROXIMATE SHORELINE
M A
T C
H L
IN
E S
H E
E T C -0
S
T A . 5
C
U T -S J -2
STA. 0+00 CUT-SJ-1
STA. 28+10.81 CUT-DU-19
X= 521500
Y
0 X= 522000
Y
Y
Y
X= 51
X= 519000
Y
Y
Y
X= 519500Y
Y
C U
T S
J -1
C U
T S
J -1
C U
T S
J -1
C U
T S
J -1
C U T S J -2
CUT-
SJ
-2
X= 521000
X= 520500
X= 520000
X= 519500
Y
X= 520000
X= 520500
X= 521500
X= 522000
Y
X= 522500
Y
0X= 522500
Y
Y
Y
Y
Y
Y
X= 521000
CUT-SJ-1
CU
T-DU
-19
STA. 0+00 CUT-SJ-2
STA. 21+65.82 CUT-SJ-1
C U
T -S
J -1 S
T A .8
C U
T -S
J -1 S
T A
S T
A C
U T -D
U -1
S T
A C
U T -D
U -1
T
O
S
T A C
U T -S
J -2
C U
T S
J -1 S
T A
2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
SHEET GENERAL NOTES
(SEE NOTE 1)
EXISTING DOCKS
OR STRUCTURES.
1. MAINTAIN A MINIMUM OF 25-FOOT OFFSET WHEN DREDGING NEAR DOCKS
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 11 12
H
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
R S
/2 /2
D R
A W
IN
G D
A T
E
F
IL
E N
A M
E
A N
S I E
W E
P -2
-B -0
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
M
R
IC
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E
M A
R
IN
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y J
A C
K S
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V
IL
L E T
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IA
M I
M A
IN
T E
N A
N C
E D
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D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
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ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
100' 200'0
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
C
IV
IL
INTRACOASTAL WATERWAY
ST JOHNS COUNTY
RANGE 0
RANGE 0
RANGE 62.5
RANGE 125
RANGE 62.5
RANGE 125
-P
V M
D -C
N .D
G N
APPROXIMATE SHORELINE
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -2
M A
T C
H L
IN
E S
H E
E T C -0
S
T A C
U T -S
J -3
C-02
Y
X 520000
Y
X 520000
Y
X 523000 Y
X 523500
CUT-SJ-3
X 522000
Y
X 522500
Y
X 524000
Y
Y
X 524000
X 523500
Y
X 523000
Y
X 522500
Y
X 522000
Y
X 521500
Y
Y
X 521000
X 520500
X 520500
Y
Y
X 521000
X 521500Y
CUT-SJ-2
C U
T S
J -2
C U
T S
J -2
C U
T S
J -2
C U
T S
J -2
C U
T S J -3
C U
T S J -3
STA. 0+00 CUT-SJ-3
STA. 27+48.65 CUT-SJ-2
C U
T S
J -2 S
T A
C U
T S J -3 S
T A
C U
T S
J -2 S
T A
C U
T S J -3 S
T A
C U
T S J -3 S
T A
S T
A C
U T -S
J -2
T
O
S
T A C
U T -S
J -3
2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
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
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K E
D B
Y
D R
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N B
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U E D
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B
C
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H
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US Army Corps
U .S
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D R
A W
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G D
A T
E
F
IL
E N
A M
E
A N
S I E
W E
P -2
-B -0
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
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E
M A
R
IN
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y J
A C
K S
O N
V
IL
L E T
O M
IA
M I
M A
IN
T E
N A
N C
E D
R E
D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
Y F
L O
R
ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
C-0
C-0
C-06
C-07
C-08
C-09
C-10
C-11
C-
C-0
C-0
C-12 C-
C-
C -0
KEY PLAN
N
N.T.S.
C
C-16
C
C-16
D
C-16
D
C-16
B
C-16
B
C-16
C B -I
W W
S J -4
CB-IWWSJ99-3
C B -I
W W
S J -7
C B -I
W W
S J -6
C B -I
W W
S J -5
15.4
15.2
14.9
14.8
14.8
14.4
14.3
14.3
14.1
14.0
13.9
13.8
13.6
13.5
13.5
13.4
13.3
13.2
13.2
13.1
13.0
12.9
.8
12.8
12.7
12.6
12.5
12.5
.4
12.4
12.4
.2
12.2
.1
.1
12.1
12.0
12.0
11.9
11.8
11.7
11.6
11.5
.4
.4
11.4
11.3
11.2
11.1
11.0
10.9
10.8
10.7
10.6
10.5
10.4
10.3
10.2
10.1
10.0
9.
9.
9 9.
9 9.
9.
9.
9.9
9.9
9.9
9.
8 9.8
9.8
9.8
9.8
9.8
9.
9.
9.
9.
79.
7 9.
9.
9.7
9.7
9.7
9.7
9.69.
6 9.
69.
9.
6 9.
9.
69.
9.6
9.6
9.6
9.
5 9.
59.
9.5
9.5
9.49.
49.
9.
9.4
9.
9.
9.
39.
3 9.
9.
39.
9.
9.
9.
9.
9.2
9.
9.
9.
9.
19.
9.
9.
9.
9.1
9.1
9.
9.
8.
8.
9 8.
98.
8.
8.9
8.9
8.
88.
8.
8.
8.
88.
8.8
8.
8.
8.
8.
8.
8.
8.
8.6
8.6
8.6
8.
58.
8.
5 8.
8.
8.
8.5
8.5
8.
4 8.
48.
8.
4 8.
8.
8.
8.3
8.
28.
8.
8.2
8.
1 8.
8.1
8.1
8.0
8.
8.0
7.
7.
9 7.
7.9
7.87.
7.
7.
8 7.
7.
7.
7.8
7.8
7.
7.
7 7.
7.7
7.
6 7.
7.
6 7.
7.6
7.6
7.6
7.6
7.
7.
7.
57.
7.4
7.
7.
7.3
7.3
7.
7.
2 7.
7.
7.2
7.
7.
7.
7.
7.
0 7.
0 7.
6.
6.
6.
86.
6.
6.8
6.
6.
6.
6 6.
6.
6.
6.5
6.5 6.
6.4
6.
6.3
6.
6.1
6.1
6.
6.0
5.
5.
95.
5.9
5.9
5.
8 5.
5.8
5.8
5.8
5.
5.7
5.7
5.
6 5.
5.
5.
5.6
5.6
5.6
5.6
5.6
5.6
5.
55.
5.
5.
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.
35.
5.3
5.
2 5.
25.
2 5.
5.2
5.
5.2
5.1
5.
5.
5.
5.0
5.0
5.0
5.0
4.
4.
4.9
4.
84.
4.
4.8
4.8
4.8 4.8
4.8
4.8
4.
74.
4.
4.
4.
4.7
4.7
4.7
4.
6 4.
4.
4.6
4.6
4.6
4.5
4.5
4.
4.
4.4
4.4
4.4
4.
4.
3 4.
34.
4.
4.
34.
3 4.
4.3 4.3
4.3
4.
4.
24.
4.
4.
4.1
4.1
4.
04.
4.0
3.
93.
3.
93.
93.
3.
3.
3.
73.
73.
3.
3.
63.
6 3.
3.6
3.
53.
5 3.
53.
53.
3.5
3.5
3.
3.
43.
3.4
3.4
3.
33.
3 3.
3.
3.
3.
3.
3.2
3.
3.
3.
03.
3.
3.0
2.
2.
2.
2,147,767522,947LT-49 (04/20)
MAP
LABEL
AIDS TO NAVIGATION
PLANE COORDINATES
X Y
"LT-49"
"L T -4 9"
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
C
IV
IL
INTRACOASTAL WATERWAY
ST JOHNS COUNTY
RANGE 0
RANGE 0
RANGE 62.5
RANGE 125
RANGE 62.5
RANGE 125
-P
V M
D -C
N .D
G N
C-03
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -3
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -4
X= 524500
Y
Y
0 X= 525000
Y
Y
Y
X= 525500
Y
Y
Y
X= 525000
X= 524500
X= 524000
Y
X= 523500
X= 523000
Y
Y
X= 522500
Y
Y
Y
Y
X= 522000
Y
Y
X= 522000
X= 522500
X= 523000
Y
X= 523500
X= 524000
CUT-SJ-4
CUT-SJ-3
C U
T S
J -3
C U
T S
J -3
C U
T S J -4
C U
T S J -4
C U
T S J -4
C U
T S
J -3
C U
T S
J -3
C U
T S
J -3
STA. 0+00 CUT-SJ-4
STA. 37+26.84 CUT-SJ-3
S T
A C
U T -S
J -3
T
O
S
T A C
U T -S
J -4
2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
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 11 12
H
J
13 14
K
L
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
/2 /2
D R
A W
IN
G D
A T
E
F
IL
E N
A M
E
A N
S I E
W E
P -2
-B -0
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
M
R
IC
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\Palm Valley\FY21 O&M\080 - Plans\05 Civil\C-03
E
M A
R
IN
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y J
A C
K S
O N
V
IL
L E T
O M
IA
M I
M A
IN
T E
N A
N C
E D
R E
D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
Y F
L O
R
ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
C-0
C-0
C-06
C-07
C-08
C-09
C-10
C-11
C-
C-0
C-0
C-12 C-
C-
C -0
KEY PLAN
N
N.T.S.
C B -I
W W
S J -9
C B -I
W W
S J -8
C B -I
W W
S J -1
0 C B -I
W W
S J -1
C B -I
W W
S J -1
.0
.6 .6
.6 .6
.5
9 9.
99.
9.
9.
9.
99.
9.
9.
9.
8 9.
9.
9.
9.
89.
9.
9.
9.
9.
9.
9.
9.
7 9.
9.
9.
9.
9.
9.
9.
79.
9.
69.
9.
6 9.
9.
6 9.
9.
9.
9.
9.
5 9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
7.
6.
6.
6.
6.
6.
6.
36.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
6.
0 6.
6.
5.
5.
9 5.
5.
5.
5.
8 5.
5.
5.
5.
5.
7 5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
6 5.
5.
65.
5.
55.
5.
5.
5 5.
5.
5.
5.
45.
5.
5.
3 5.
5.
3 5.
5.
5.
5.
35.
3 5.
5.
5.
2 5.
5.
5.
5.
1 5.
5.
5.
0 5.
5.
5.
4.
94.
4.
4.
4.
4.
4.
4.
4.
4.
4.
7 4.
4.
4.
4.
4.
4.
74.
4.
4.
4.
6 4.
4.
4.
4.
4.
4.
5 4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4 4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
2 4.
4.
4.
4.
4.
1 4.
4.
4.
4.
4.
4.
3.
3.
3.
3.
3.
3.
8 3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
2.
2.
2.
2.
2.
2.
2.
7 2.
2.
2.
2.
6 2.
2.
2.
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
C
IV
IL
INTRACOASTAL WATERWAY
ST JOHNS COUNTY
RANGE 0 RANGE 0
RANGE 62.5
RANGE 125
RANGE 62.5
RANGE 125
-P
V M
D -C
N .D
G N
APPROXIMATE SHORELINE
C-04
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -4
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -4
Y
Y
X= 526500
Y
X= 526000
X= 525500
X= 525000
Y
X= 524500
Y
Y
X= 524000
Y
Y
X= 523500Y
Y
X= 523000
Y
Y
X= 523000
X= 523500
X= 524000
Y
X= 524500
X= 525000
Y
X= 525500
Y
0 X= 526000
Y
Y
Y
0 X= 526500
Y
CUT-SJ-4
C U
T S
J -4
C U
T S
J -4
C U
T S
J -4
C U
T S
J -4
C U
T S
J -4
C U
T S
J -4
SHEET GENERAL NOTES
C U
T S
J -4 S
T A
S T
A C
U T -S
J -4
T
O
S
T A C
U T -S
J -4
2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
SEE SHEET C-17
PIPELINE ROUTE
(SEE NOTE 1)
EXISTING DOCKS
OFFSET WHEN DREDGING ADJACENT TO DOCKS OR ANY STRUCTURE.
ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
1. BETWEEN CUT SJ-4 STA 42+00 AND THE SOUTHERN PROJECT LIMIT, THERE
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 11 12
H
J
13 14
K
L
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
/3 /2
D R
A W
IN
G D
A T
E
F
IL
E N
A M
E
A N
S I E
W E
P -2
-B -0
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
M
R
IC
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\Palm Valley\FY21 O&M\080 - Plans\05 Civil\C-04
E
M A
R
IN
IN
T
R A
C O
A S
T A
L W
A T
E R
W A
Y J
A C
K S
O N
V
IL
L E T
O M
IA
M I
M A
IN
T E
N A
N C
E D
R E
D G
IN
G -F
O O
T P
R O J E
C T
S T J
O H
N S C
O U
N T
Y F
L O
R
ID
A
P A
L M V
A L L E
Y
N O
R T
H R
E A
C H
BCOES CERT
J U
N E
C-0
C-0
C-06
C-07
C-08
C-09
C-10
C-11
C-
C-0
C-0
C-12 C-
C-
C -0
KEY PLAN
N
N.T.S.
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
X= 5
E
C-16
E
C-16
C B -I
W W
S J -1
C B -I
W W
S J -1
C B -I
W W
S J -1
C B -I
W W
S J -1
C B -I
W W
S J -1
C B -I
W W
S J -1
.8
.4
.2
9.
9.
9.
9.
99.
9 9.
9 9.
9.
8 9.
89.
89.
9.
89.
89.
9.
9.
9.
8 9.
89.
89.
9.
9.
7 9.
7 9.
9.
9.
9.
9.
9.
9.
7 9.
9.
7 9.
9.
9.
9.
6 9.
69.
69.
9.
9.
9.
6 9.
69.
69.
9.
5 9.
5 9.
9.
9.
59.
9.
9.
59.
9.
9.
4 9.
9.
9.
9.
9.
4 9.
49.
9.
3 9.
9.
3 9.
9.
9.
9.
9.
39.
39.
9.
9.
9.
9.
39.
3 9.
39.
9.
9.
9.
29.
9.
2 9.
9.
2 9.
9.
29.
9.
1 9.
9.
9.
9.
19.
1 9.
19.
1 9.
9.
9.
9.
9.
0 9.
9.
9.
9.
09.
09.
9.
0 9.
8.
9 8.
9 8.
8.
9 8.
8.
9 8.
8.
9 8.
8.
88.
8 8.
8.
8.
8 8.
88.
8.
88.
8.
88.
8.
8.
8.
8.
7 8.
8.
8.
78.
78.
8.
6 8.
8.
8.
68.
68.
8.
6 8.
68.
8.
58.
5 8.
8.
8.
8.
48.
8.
8.
8.
8.
8.
8.
2 8.
8.
8.
28.
2 8.
8.
8.
1 8.
8.
8.
08.
8.
8.
0 8.
7.
7.
7.
7.
87.
8 7.
7.
77.
7.
7.
7.
47.
7.
47.
7.
7.
7.
3 7.
7.
3 7.
7.
7.
7.
07.
7.
0 7.
7.
0 7.
6.
6.
86.
6.
7 6.
76.
6.
6.
6.
6.
5.
5.
5.
5.
5.
5.
5.
5.
4.
4.
8 4.
4.
4.
4.
4.
4.
4.
54.
4.
44.
44.
34.
4.
4.
34.
4.
4.
4.
14.
4.
04.
4.
0 4.
04.
0 4.
3.
93.
3.
93.
3.
3.
83.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
6 3.
3.
63.
63.
63.
3.
3.
3.
3.
5 3.
3.
5 3.
53.
5 3.
3.
3.
3.
3.
3.
3.
4 3.
3.
3.
3.
4 3.
4 3.
3.
3.
3.
3.
3.
3.
3.
3 3.
3.
3.
3 3.
3.
3.
3.
3.
3.
3.
3.
33.
3 3.
33.
3.
33.
3.
3.
2 3.
3.
23.
3.
13.
3.
1 3.
3.
13.
13.
3.
3.
3.
0 3.
3.
3.
3.
3.
3.
3.
0 3.
3.
3.
3.
3.
3.
3.
3.
0 3.
3.
3.
0 3.
0 3.
2.
2.
2.
9 2.
2.
92.
2.
2.
2.
7 2.
2.
2.
2.
72.
2.
2.
2.
6 2.
2.
2.
2.
2.
2.
2 2.
2.
1 2.
1.
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
C
IV
IL
-P
V M
D -C
N .D
G N
INTRACOASTAL WATERWAY
ST JOHNS COUNTY
RANGE 0
RANGE 0
RANGE 62.5
RANGE 125
RANGE 62.5
RANGE 125
-P
V M
D -C
N .D
G N
APPROXIMATE SHORELINE
C-05
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -4
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C
U T -S
J -5
X= 525000
Y
X= 524500
Y
Y
X= 524500
Y
Y
Y
X= 525000 Y
Y
X= 525500
X= 526000
Y
X= 526500
X= 527000
X= 527500
Y
Y
X= 528000
Y
Y
0X= 527500
Y
Y
Y
X= 527000
Y
X= 526500
X= 526000
Y
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(SEE NOTE 1)
EXISTING DOCKS
OFFSET WHEN DREDGING ADJACENT TO DOCKS OR ANY STRUCTURE.
ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
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ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
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RANGE 0 RANGE 0
RANGE 62.5
RANGE 125
RANGE 62.5
RANGE 125
-P
V M
D -C
N .D
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APPROXIMATE SHORELINE
C-07
M A
T C
H L
IN
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H E
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T A
C
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J -5
M A
T C
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12-FOOT REQUIRED DEPTH PLUS
SHEET GENERAL NOTES
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ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
1. BETWEEN CUT SJ-4 STA 42+00 AND THE SOUTHERN PROJECT LIMIT, THERE
100' 200'0
(SEE NOTE 1)
EXISTING DOCKS
FOR EQUIPMENT.
TO VERIFY CLEARANCE
UTILITY LINES. CONTRACTOR
APPROXIMATE LOCATION OF
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RANGE 0 RANGE 0
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APPROXIMATE SHORELINE
C-08
M A
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M A
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H E
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-0 S
T A
C
U T -S
J -5
X= 528500
X= 528000
X= 527500
Y
X= 527000
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X= 526500
X= 526500
Y
Y
Y
Y
Y
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X= 527000
X= 527500
X= 528000
X= 528500
X= 529000
X= 529500
Y
Y
X= 530000
Y
Y
Y
Y
0X= 529500
Y
Y
X= 529000
CUT-SJ-5
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2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
SHEET GENERAL NOTES
OFFSET WHEN DREDGING ADJACENT TO DOCKS OR ANY STRUCTURE.
ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
1. BETWEEN CUT SJ-4 STA 42+00 AND THE SOUTHERN PROJECT LIMIT, THERE
100' 200'0
(SEE NOTE 1)
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RANGE 0 RANGE 0
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APPROXIMATE SHORELINE
C-09
M A
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H L
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M A
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X= 528500
X= 528000
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X= 527000
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X= 528500
X= 529000
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CUT-SJ-6
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T
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T A C
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J -6
2-FOOT ALLOWABLE OVERDEPTH
12-FOOT REQUIRED DEPTH PLUS
SHEET GENERAL NOTES
OFFSET WHEN DREDGING ADJACENT TO DOCKS OR ANY STRUCTURE.
ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A MINIMUM 25-FOOT
1. BETWEEN CUT SJ-4 STA 42+00 AND THE SOUTHERN PROJECT LIMIT, THERE
100' 200'0
(SEE NOTE 1)
EXISTING DOCKS
S O
L
IC
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A T
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N N
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D E
S
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US Army Corps
U .S
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P S O
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RANGE 0 RANGE 0
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-P
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N .D
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APPROXIMATE SHORELINE
C-10
M A
T C
H L
IN
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H E
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M A
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X= 52800
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