399376_KBEC18_20171010_Plans_Amd_0003.pdf
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PLANS FOR
DEPARTMENT OF THE ARMY
JACKSONVILLE DISTRICT, CORPS OF ENGINEERS
JACKSONVILLE, FLORIDA
INDEX TO DRAWINGS
TITLE
GENERAL
INDEX TO DRAWINGS
DWG. NO.
G-01
G-02
G-03
G-04
G-05
G-06
DWG. NO. TITLE DWG. NO. TITLE
CIVIL
COVER
G-02
G E
N E
R A
L
IN
D
E X T
O D
R A
W
IN
G S
PROJECT OVERVIEW
CIVIL
ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY
OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE
NOTE: THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE
U.S. NAVAL STATION KINGS BAY
ENTRANCE CHANNEL
MAINTENANCE DREDGING
CUT-1N THROUGH RANGE E
CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA
CONTROL DATA - ENTRANCE CHANNEL
CONTROL DATA - INNER CHANNEL
49, 45, AND 44-FOOT PROJECT
CONTROL DATA - D/A-NB BEACH DISPOSAL
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
DREDGING PLAN - STA. 4+100 TO STA. 7+400 RANGE-A
DREDGING PLAN - STA. 7+400 RANGE-A TO STA. 10+300 RANGE-A2
DREDGING PLAN - STA. 82+00 TO STA. 112+00 CUT-1N
DREDGING PLAN - STA. 28+900 RANGE-D TO STA. 32+000 RANGE-E
DREDGING PLAN - STA. 112+00 TO STA. 142+00 CUT-1N
DREDGING PLAN - STA. 142+00 TO STA. 172+00 CUT-1N
DREDGING PLAN - STA. 172+00 TO STA. 202+00 CUT-1N
DREDGING PLAN - STA. 202+00 TO STA. 232+00 CUT-1N
DREDGING PLAN - STA. 232+00 TO STA. 262+00 CUT-1N
DREDGING PLAN - STA. 262+00 TO STA. 292+00 CUT-1N
DREDGING PLAN - STA. 292+00 TO STA. 322+00 CUT-1N
DREDGING PLAN - STA. 322+00 TO STA. 352+00 CUT-1N
DREDGING PLAN - STA. 352+00 TO STA. 382+00 CUT-1N
DREDGING SECTIONS - ENTRANCE CHANNEL
DREDGING SECTIONS - INNER CHANNEL
DREDGING PLAN - STA. 22+700 TO STA. 25+800 RANGE-D
DREDGING PLAN - STA. 25+800 TO STA. 28+900 RANGE-D
-K
B E
C -G
I0 in d e x .d g n
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
DISPOSAL PLAN - NEARSHORE DISPOSAL AREA (D/A-N)
DISPOSAL PLAN - FERNANDINA OCEAN DISPOSAL AREA (D/A-O)
DISPOSAL PLAN - D/A-NB PIPELINE ROUTE
DISPOSAL PLAN AND SECTION- NORTH BEACH - D/A-NB NORTH
DISPOSAL PLAN - NORTH BEACH - D/A-NB NORTH ALT. B
DISPOSAL PLAN - NORTH BEACH - D/A-NB NORTH ALT. B
DISPOSAL PLAN AND SECTION - NORTH BEACH - D/A-NB NORTH ALT. B OR SOUTH ALT. A
DISPOSAL PLAN - NORTH BEACH - D/A-NB SOUTH ALT. A
DISPOSAL PLAN - NORTH BEACH - D/A-NB SOUTH ALT. A
B
R E
V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
A
B
C-27
C-28
C-29
DREDGING PLAN - STA. 382+00 TO STA. 412+00 CUT-1N
DREDGING PLAN - STA. 412+00 TO STA. 442+00 CUT-1N
DREDGING PLAN - STA. 442+00 TO STA. 472+00 CUT-1N
F
E
D
C
B
A
F
E
D
C
B
A
10 9 8 7 6 5 4 3 2
10 9 8 7 6 5 3 2 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
DEPENDS ON YOU
SAFTEY ON THIS JOB
D E
P A
R T
M E
N T O
F T
H E A
R M
Y of Engineers
US Army Corps
Jacksonville District
U .S
N A
V A
L S
T A
T
IO
N K
IN
G S B
A Y
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
E N
T R
A N
C E C
H A
N N
E L
C A
M D
E N C
O U
N T
Y
G E
O R
G
IA
A
N D N
A S
S A
U C
O U
N T
Y F
L O
R
ID
A V .M .B
D .B .V
J .E .B
C U
T -1
N T
H R
O U
G H R
A N
G E -E
A N
D
-F
O O
T P
R O J
E C
T
W E
P -1
-B -0
J U
N E
F
E
D
C
B
A
F
E
D
C
B
A
10 9 8 7 6 5 4 3 2
10 9 8 7 6 5 3 2 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
DEPENDS ON YOU
SAFTEY ON THIS JOB
D E
P A
R T
M E
N T O
F T
H E A
R M
Y of Engineers
US Army Corps
Jacksonville District
U .S
N A
V A
L S
T A
T
IO
N K
IN
G S B
A Y
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
E N
T R
A N
C E C
H A
N N
E L
C A
M D
E N C
O U
N T
Y
G E
O R
G
IA
A
N D N
A S
S A
U C
O U
N T
Y F
L O
R
ID
A V .M .B
D .B .V
J .E .B
C U
T -1
N T
H R
O U
G H R
A N
G E -E
A N
D
-F
O O
T P
R O J
E C
T
W E
P -1
-B -0
J U
N E
CUT-1N STA. 71+00
CERTIFICATION REQUIRED LINE - HOPPER (CRL-H LINE)
FORT CLINCH AQUATIC PRESERVE BOUNDARY
PRESERVE BOUNDARY
FORT CLINCH AQUATIC
N07
(D/A-F)
DISPOSAL AREA
FORT CLINCH
N07
C U
M B
E R
L A
N D
IS
L A
N D
BEACH
FERNANDINA
STATE PARK
FORT CLINCH
G E O R G I A
F L O R I D A
N
GULF OF MEXICO
ATLANTIC OCEAN
GEORGIA
TALLAHASSEE
PENSACOLA
JACKSONVILLE
ORLANDO
TAMPA
VALDOSTA
SAVANNAH
MACON
COLUMBUS
ALABAMA
FLORIDA
GENERAL NOTES:
PROJECT LOCATION
N
G E
N E
R A
L
P R
O J
E C
T O
V E
R V
IE
W
G-03
ABBREVIATIONS
A T L A N T I C O C E A N
CUT-1N
A M
E L
IA
R
IV
E R
K
IN
G S B
A Y
Y=290,000
Y=280,000
Y=270,000
Y=260,000
Y=250,000
Y=240,000
Y=230,000
Y=220,000
Y=210,000
Y=200,000
Y=190,000
X ,0
X ,0
X ,0
X ,0
X ,0
X ,0
X ,0
X ,0
ST. RIVER
MARYS
OF WORK
LOCATION
ISLAND
CRAB
VB-KB05-21
C U
T -1
N S
T A
N A S S A U C O U N T Y
PROJECT VICINITY
X ,0
X ,0
Y=180,000
Y=170,000
Y=300,000
Y=310,000
CUT-2N
A T L A N T I C O C E A N
C A M D E N C O U N T Y
T O C
E N
T E
R O
F D /A -O
.7 N
A U
T
IC
A L M
IL
E S F
R O
M E
N D O
F S
O U
T H J
E T T
Y
D/A-O
DISPOSAL AREA
FERNANDINA OCEAN
NASSAU SOUND
PLANE EAST COORDINATE SYSTEM
DRAWING BASED ON THE GEORGIA STATE
APPROXIMATEAPPROX.
C/L. CENTERLINE
ELEVATION (FEET)
MLLW
P.I.
STA.
RGE.
MEAN LOWER LOW WATER
NORTH AMERICAN VERTICAL DATUM OF 1988
POINT OF INTERSECTION
STATION
RANGE
NAD83 NORTH AMERICAN DATUM OF 1983
EL. / ELEV.
SURFACE SAMPLE
N. NORTH
E. EAST
DWG. DRAWING
W. WEST
VERTICAL
N.T.S. NOT TO SCALE
OUTSTANDING FLORIDA WATERO.F.W.
HORIZONTAL
NO.
HORIZ
VERT
ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE
NAUTICAL MILENM
NUMBER
NAVD88
AIDS TO NAVIGATION
BEACH DISPOSAL AREA (D/A)
ELEVATION AND LOCATION
PRESERVE BOUNDARY
FORT CLINCH AQUATIC
AND LOCATION
SURFICIAL SAMPLE DESIGNATION
CONTROL MONUMENT
HORIZONTAL AND VERTICAL
NEARSHORE DISPOSAL AREA
OCEAN DISPOSAL AREA AND
D N
U O
S D
N A
L R
E B
M U
C D/A-N
DISPOSAL AREA
NEARSHORE
KBEC
KBIC
KINGS BAY ENTRANCE CHANNEL
KINGS BAY INNER CHANNEL
PRIMARY PROJECT CONTROL POINTSPPCP
NSB
NTB
NORTH SETTLING BASIN
NORTH TURNING BASIN
STB SOUTH TURNING BASIN
R-33
U.S. SURVEY FEET
NAUTICAL MILE
10,000'5,000'05,000'
0 NM 2 NM1 NM
LEGEND P R O J E C T
L I M I T S
RANGE-A
RANGE-A1
R A
N G
E -A
R A
N G
E -B
R A
N G
E -C
R A
N G
E -D
R A
N G
E -E
RANGE-G
R A N G E -F
SS.
VB
CBL CONSTRUCTION BASE LINE
ECL EROSION CONTROL LINE
VIBRACORE
O F S
O U
T H J
E T
T Y T
O C
E N
T E
R O
F D /A -N
.7 N
A U
T
IC
A L M
IL
E
S F
R O
M E
N D
SOUTHS.
-K
B E
C -G
I0 o v e rv ie w .D
G N
SURVEY TO ESTIMATE ACTUAL QUANTITIES.
QUANTITIES AT TIME OF DREDGING WILL VARY. CONTRACTOR SHALL USE LATEST AVAILABLE HYDROGRAPHIC
1. REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH QUANTITIES BASED UPON ANTICIPATED SHOALING.
VOLUME (CY)
DREDGE
TOTAL
VOLUME (CY)
OVERDEPTH
2 FT ALLOWABLE
VOLUME (CY)
DEPTH
REQUIRED
(FT)
DEPTH
REQUIRED
AREA
DISPOSAL
DESIGNATED
ESTIMATED DREDGING QUANTITIES
6+500
CHANNEL LOCATION
STATIONING
ENDBEGINSEGMENT
CHANNEL
CUT-1N D/A-N
D/A-O
200+00100+00CUT-1N
CUT-1N 49
15,000
RANGE-D TO E
200+00
230+00
24+700
230+00
360+00
31+800
30,000
420,000
5,000
380,000
10,000
800,000
RANGE-A TO A-1 D/A-NB10+006.32
D/A-NB
AREA
DISPOSAL
QUANTITY (CY)
DISPOSAL
D/A-O
D/A-N
TOTAL 1,760,000
740,000D/A-NB SOUTH
AREA
DISPOSAL
QUANTITY (CY)
DISPOSAL
D/A-O
D/A-N
TOTAL 1,380,000
360,000D/A-NB NORTH
49119+00 227+50 D/A-NB 420,000 530,000
A L T
A
D /A -N
B S o u th
AREA
PRESERVE
AQUATIC
FORT CLINCH
,2
10,000 55,000
5,000
45,000
720,000 1,380,000
DESIGNATION & LOCATION
VIBRACORE SAMPLE
50,000
660,000
119+00 227+50 D/A-NB 49 130,000 20,000 150,000
ALT. A
ALT. B
CUT-1N NSB*
950,000 810,000 1,760,000
ALTERNATIVE B
*CUT-1N NSB ALTERNATIVE A INCLUDES A DIFFERENT TOTAL THAN
ALTERNATIVE A TOTALS
ALTERNATIVE B TOTALS
A
L T
B
D /A -N
B N o rt h
ESTIMATED TABLE NOTE:
DISPOSAL AREA
ESTIMATED QUANTITIES BY
ALTERNATIVE A (R-24.5 TO R-33)
DISPOSAL AREA
ESTIMATED QUANTITIES BY
ALTERNATIVE B (R-15.5 TO R-24.5)
R-24.5
CONSTRUCTION STAGING AREA
DISPOSAL AREA ACCESS AND
DREDGING AREA/PROJECT CHANNEL
D/A-F CBL PI POINT
D/A-NB CBL PI POINT
EXTENTS
ITEM LOCATED OUTSIDE OF THE PAGE
D/A-NB NORTH BEACH DISPOSAL AREA
D/A-N
D/A-O
D/A-F FORT CLINCH DISPOSAL AREA
NEARSHORE DISPOSAL AREA
OCEAN DISPOSAL AREA
R-15.5
O.F.W. CRITERIA.
ARE ALSO LOCATED IN THE AQUATIC PRESERVE BUT ARE EXEMPT FROM
(O.F.W.). SOME PORTIONS OF THE FEDERAL CHANNEL AND SETTLING BASINS
13. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSANDING FLORIDA WATER
UNLESS OTHERWISE INDICATED.
INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY
12. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR
1983 (NAD83).
SYSTEMS AND BOTH ARE REFERENCED TO THE NORTH AMERICAN DATUM OF
11. UNITS OF U.S. SURVEY FEET ARE USED FOR BOTH STATE PLANE COORDINATE
FLORIDA STATE PLANE EAST COORDINATE SYSTEM.
10. ALL BEACH DRAWINGS (C-26 THRU C-32) ARE BASED ON THE
ARE BASED ON THE GEORGIA STATE PLANE EAST COORDINATE SYSTEM.
9. ALL DREDGING (C-01 THRU C-20), NEARSHORE (C-24), AND ODMDS (C-25) DRAWINGS
AREA SURVEY NOTES.
8. SEE DWG. NO C-27 FOR ALT. B OR C-30 FOR ALT. A NORTH BEACH DISPOSAL
7. SEE DWG. NO. C-25 FOR FERNANDINA ODMDS SURVEY NOTES.
6. SEE DWG. NO. C-24 FOR NEARSHORE DISPOSAL AREA SURVEY NOTES.
5. SEE DWG. NO. C-12 FOR INNER CHANNEL SURVEY NOTES.
4. SEE DWG. NO. C-01 FOR ENTRANCE CHANNEL SURVEY NOTES.
3. SEE DWG. G-06 FOR BEACH DISPOSAL CONTROL DATA.
2. SEE DWG. NO. G-05 FOR INNER CHANNEL RANGES A THRU E CONTROL DATA.
1. SEE DWG. NO. G-04 FOR ENTRANCE CHANNEL CUT-1N CONTROL DATA.
DREDGING EXCLUSION ZONE
SIGNIFICANT CULTURAL RESOURCE
GRAPHIC SCALES
D/A-NB & D/A-N
,5
P
R O J E
C T L
IM
IT
S
A
A
R E
V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
D
CUT-1N 360+00 470+00 D/A-O 49 150,000
120,000 150,000
65,000
60,000 90,000
70,000
950,000
70,000
950,000
B
BA
B
B
A ,B
R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
110,000
49.5
SS-KBEC09-20
2,316,336.26512,190.3410+00.001
Y P.I. NO. STATION X
2,316,518.72512,514.5713+72.042
2,316,617.34512,829.9617+02.493
2,316,712.87513,097.7919+86.854
2,316,749.28513,278.2721+70.975
2,316,792.48513,427.6623+26.486
2,316,785.32513,600.5124+99.257
2,316,680.04513,801.0727+25.978
BASELINE
FORT CLINCH (D/A-F) CONSTRUCTION
2,316,633.00513,935.8228+68.79
2,316,579.66 514,295.3032+32.1110
2,316,511.34 514,736.0536+78.1111
2,316,437.12 515,240.7741+88.2712
2,316,245.22 515,707.2946+92.7213
2,316,110.12 516,206.2352+09.6314
2,316,171.15 516,689.3056+96.5315
2,316,271.91 517,204.8562+21.8316
R-020
CBL
CBL
ECL
N14
N09
N08
N07
N06
N05
N04
N03
N02
N01
N10
N11
N13
N12
CBL
7 8
G E
N E
R A
L
C O
N T
R O
L D
A T
A
D /A -N
B B
E A
C H D
IS
P O
S A
L
X ,0
X ,0
X ,0
X ,0
X ,0
X ,0
X ,0
Y=2,295,000
Y=2,300,000
Y=2,305,000
Y=2,310,000
Y=2,315,000
Y=2,320,000
MON ID
X-EASTING Y-NORTHING
AZ
FORT
CLINCH
S T
H S
T
NASSAU COUNTY BEACH R-MONUMENTS
G-06
EROSION CONTROL LINE (ECL) POINTS
X Y
VERTEX
ISLAND
LITTLE TIGER
FERNANDINA
OLD
AMELIA ISLAND
ISLAND (GA)
CUMBERLAND
S F
R O
N T S
T
ELM ST.
BEECH ST.
DADE ST.
CENTRE ST.
N
N D S
T
N T
H S
T
N T
H S
T
ASH ST.
N T
H S
T
BEACH
FERNANDINA
ALACHUA ST.
BROOME ST.
CALHOUN ST.
ESCAMBIA ST.
CEDAR ST.
BROOME ST.
F O
R T C
L
IN
C H R
D
ATLANTIC AVE. (A1A)
S T
H S
T
A
A
N T
H S
T
BY VERNON N. DRAKE & ASSOC. DATED 18 JULY 1977.
0090.PDF AND T0090.PDF, BASED ON A SURVEY
OF THE LEGAL DESCRIPTION FOUND IN DOCUMENT
TRANSFORMATION OF THE CALCULATED COORDINATES
THESE COORDINATES ARE BASED ON A NADCON
AZIMUTHS ARE GRID RECKONED CLOCKWISE FROM NORTH
A T L A N T I C O C E A N
A M
E L
IA
R
IV
E R
FDEP RANGE MONUMENT
(CORDINATES NAD83(90))
FLORIDA STATE PLANE EAST ZONE
(CORDINATES NAD83(90))
FLORIDA STATE PLANE EAST ZONE
X - EASTING STATIONY - NORTHING
(CORDINATES NAD83(90))
FLORIDA STATE PLANE EAST ZONE
POINTS
VERTEX
100.02,291,140.88518,433.75 R-034
100.02.292,122.37518.619.45 R-033
105.02,293,152.83518,865.06 R-032
105.02,294,008.96519,188.23 R-031
105.02,294,986.31519,294.28 R-030
100.02,295,988.19519,456.83 R-029
100.02,296,937.31519,702.12 R-028
100.02,298,026.08519,863.38 R-027
100.02,298,879.99519,950.99 R-026
100.02,299,757.98520,120.10 R-025
100.02,300,744.82520,225.94 R-024
90.02,301,553.28520,275.72 R-023
100.02,302,586.81520,412.11 R-022
100.02,303,612.41520,636.16 R-021
100.02,304,504.93520,681.16 R-020
100.02,305,462.42520,808.27 R-019
100.02,306,264.93520,913.29 R-018
100.02,307,229.81521,110.37 R-017
100.02,308,093.20521,294.07 R-016
100.02,309,205.20521,174.88 R-015
100.02,310,229.45521,380.61 R-014
90.02,311,213.58521,434.03 R-013
90.02,312,362.07521,397.37 R-012
90.02,313,275.64521,619.53 R-011
90.02,314,281.78521,860.64 R010
0.02,314,771.06521,469.39 R-009
50.02,315,262.00520,568.59 R-008
20.02,315,774.48519,788.99 R-007
10.02,316,337.63519,021.81 R-006
0.02,316,245.41518,125.70 R-005
0.02,316,147.06517,169.35 R-004
10.02,315,961.55516,133.28 R-003
10.02,316,221.93515,268.88 R-002
10.02,316,481.91514,304.60 R-001
GRAPHIC SCALE
N
2,000'1,000'01,000'
NOTES:
N14
N13
N12
N11
N10
N09
N08
N07
N06
N05
N04
N03
N02
N01
518,654.69
519,889.94
520,442.38
520,978.35
521,320.85
521,422.83
521,465.30
521,481.72
521,527.55
521,587.26
521,684.08
521,786.65
521,949.31
522,247.71
2,290,074.84
2,297,725.71
2,301,039.98
2,304,336.70
2,307,065.29
2,308,210.76
2,309,134.78
2,310,369.67
2,311,183.38
2,311,805.52
2,312,458.38
2,313,090.11
2,313,770.96
2,315,036.24
252+50.00
175+00.00
141+40.00
108+00.00
80+50.00
69+00.00
59+75.00
47+40.00
39+25.00
33+00.00
26+40.00
20+00.00
13+00.00
00+00.00
NORTH BEACH D/A-NB
CONSTRUCTION BASELINE
43 519,492.09 2,294,711.73
42 519,569.55 2,294,936.14
41 519,628.62 2,295,281.20
40 519,751.22 2,296,158.85
39 519,800.39 2,296,391.70
38 519,856.12 2,296,818.20
37 519,985.12 2,297,686.71
36 520,126.54 2,298,537.18
35 520,228.81 2,299,270.41
34 520,247.40 2,299,609.52
33 520,398.22 2,300,435.23
32 520,472.91 2,301,074.31
31 520,626.63 2,301,932.78
30 520,675.27 2,302,157.97
29 520,759.33 2,302,916.15
28 520,792.04 2,302,943.47
27 520,793.40 2,302,954.61
26 520,757.72 2,302,976.08
25 520,758.58 2,303,016.27
24 520,797.96 2,303,191.90
23 520,856.26 2,303,630.07
22 520,904.30 2,303,876.09
21 520,911.71 2,304,155.58
20 520,952.16 2,304,452.85
19 520,954.70 2,304,644.10
18 521,003.69 2,305,022.30
17 521,100.00 2,305,763.10
16 521,175.46 2,306,227.26
15 521,194.68 2,306,472.64
14 521,228.20 2,306,650.14
13 521,242.94 2,306,859.75
12 521,268.58 2,306,980.76
11 521,331.27 2,307,526.60
10 521,324.34 2,308,057.15
9 521,411.14 2,308,522.76
8 521,419.06 2,308,792.67
7 521,394.17 2,309,167.00
6 521,376.19 2,309,340.88
5 521,406.92 2,309,481.75
4 521,469.84 2,309,997.64
3 521,482.22 2,310,600.65
2 521,463.18 2,310,871.66
1 521,530.02 2,311,411.04
AND ESCARPMENT REMOVAL" FOR MORE INFORMATION.
35 20 23 PARAGRAPH TITLED "FORT CLINCH BEACH TILLING
ESCARPMENT REMOVAL WORK. SEE SPECIFICATION SECTION
TO ACCOMPANY OPTION A FOR FORT CLINCH BEACH TILLING AND
2. THE FORT CLINCH (D/A-F) CONSTRUCTION BASELINE IS PROVIDED
U.S. SURVEY FEET.
FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE,
1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE
R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
B
B C
R-001
R-002
R-003 R-004
R-005 R-006
R-007
R-
R-010
R-012
R-015
R-016
R-017
R-018
R-022
R-023
R-024
R-025
R-026
R-011
R-008
R-014
R-019
R-027
R-028
R-029
R-030
R-031
R-032
R-033
R-034
HORIZONTAL AND VERTICAL CONTROL POINT
DESIGNATION PID NORTHING EASTING NAVD88
STEPHEN C. DUBA, P.E.
74 81 A07
74 81 A09
BBFF38
N/A
DE5883
2,302,997.82
2,308,812.34
2,303,599.59
520,499.50
521,138.22
520,525.46
17.12
5.86
12.63
NASSAU COUNTY SURVEY 17-118 PROJECT CONTROL
N01
N02
N03
N04
N05
N06
N07
N08
N09
N10
N11
N12
N13
F01
F02
F03
F04
F05
F06 F07
F08
F09
F10
F11
F12
F13
F14
F15
F16
F17 F18
F19
F20 F21
F22
F23
F24
F25
F26
F27
F28 F29
F30
F31
F32
F33
N14
F
E
D
C
B
A
F
E
D
C
B
A
10 9 8 7 6 5 4 3 2
10 9 8 7 6 5 3 2 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
DEPENDS ON YOU
SAFTEY ON THIS JOB
D E
P A
R T
M E
N T O
F T
H E A
R M
Y of Engineers
US Army Corps
Jacksonville District
U .S
N A
V A
L S
T A
T
IO
N K
IN
G S B
A Y
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
E N
T R
A N
C E C
H A
N N
E L
C A
M D
E N C
O U
N T
Y
G E
O R
G
IA
A
N D N
A S
S A
U C
O U
N T
Y F
L O
R
ID
A V .M .B
D .B .V
J .E .B
C U
T -1
N T
H R
O U
G H R
A N
G E -E
A N
D
-F
O O
T P
R O J
E C
T
W E
P -1
-B -0
J U
N E
SURVEY 17-223 * * * * PROJECT CONTROL
Z 326
X 326
STEPHEN C. DUBA, P.E.
74 81 A07
74 81 A09
DESIGNATION PID NORTHING EASTING NAVD88
BC0179
BC0178
BBFF38
N/A
DE5883
2,308,110 SC
2,302,920 SC
2,302,997.82
2,308,812.34
2,303,599.59
521,050 SC
520,740 SC
520,499.50
521,138.22
520,525.46
7.55
11.92
17.12
5.86
12.63
HORIZONTAL AND VERTICAL CONTROL POINT
VERTICAL CONTROL / TIDE CALIBRATION POINT
HORIZONTAL CONTROL.
NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR
Z 326
X 326
R-013
74 81 A07
R-021
74 81 A09
STEPHEN C. DUBA, P.E.
NORTH JETTY
SOUTH J
ETT
Y
-K
B E
C -G
I1 P
L N .D
G N
ST MARYS RIVER
.4
.8
.5
.0
.9
.1
.7
.3
.2
.6
RGE. 1250
RGE. 1000
D R
E D
G
IN
G P
L A
N
X
,0
X
,5
X
,0
S T
A
T
O
S
T A C
U T -1
N
BOUNDARY LINE (SEE NOTE 2)
FORT CLINCH AQUATIC PRESERVE
C-01
M A
T C
H L
IN
E D
R A
W
IN
G C
-0 S
T A
C
U T -1
N
C
IV
IL
Y= 258,500
Y= 259,500
Y= 260,000
Y= 259,000
Y= 258,000
Y= 257,500
X
,0
X
,5
X
,0
X
,5
200'100'0100'
GRAPHIC SCALE
N
CUT-1N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
KINGS BAY ENTRANCE CHANNEL
KINGS BAY ENTRANCE CHANNEL
-K
B E
C -C
N p ln .d g n
2-FOOT ALLOWABLE OVERDEPTH
49-FOOT REQUIRED DEPTH (KBEC) PLUS
NOTES:
MATERIAL TO BE PLACED IN D/A-NB
PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.
FEDERAL CHANNEL AND SIDESLOPES LOCATED WITHIN THE AQUATIC
OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE
2. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH
THE 1983-2001 TIDAL EPOCH.
REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF
TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS
GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE
1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE
S T
A
C
U T -1
N
S T
A C
U T -1
N
KBEC SURVEY NOTES
A
A R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
A
B R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
BA
N
A T L A N T I C O C E A N
NTS
KEY PLAN
KINGS BAY ENTRANCE CHANNEL
INNER CHANNEL
K
IN
G S B
A Y
C -0
C -0
C -0
C -0
C -0
C -0
C -0
C -0
C -1
C -0
C -1
C -1
C -1
A
C-19
A
C-19
PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.
SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING
WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC
10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS
AT THE TIME OF SURVEY AND IS NOT TO BE USED FOR NAVIGATION.
CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS
THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON
8. DATE OF SURVEY: 12-13 SEPTEMBER 2017.
TIDE STAFF WAS SET NEAR FERNANDINA MUNICIPAL MARINA FROM “RICHARD E. BONNER”.
REFERENCE BASE LOCATED AT “BATH HOUSE ARP”, OPUS PID: BBCB08 FOR ENTIRE PROJECT
FOLLOWING REFERENCE BASE LOCATION:
7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE
6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.
EAST ZONE OF GEORGIA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).
5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE
A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME: KINGSBAY-2013 06 10.KTD.
4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING
3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.
NOAA TIDAL STATION: 872-0030 FERNANDINA BEACH, AMELIA RIVER, FLORIDA FOR CUT-1N.
OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:
NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS
AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).
2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001,
1. REFER TO SURVEY NO. 17-205.
F
E
D
C
B
A
F
E
D
C
B
A
10 9 8 7 6 5 4 3 2
10 9 8 7 6 5 3 2 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
DEPENDS ON YOU
SAFTEY ON THIS JOB
D E
P A
R T
M E
N T O
F T
H E A
R M
Y of Engineers
US Army Corps
Jacksonville District
U .S
N A
V A
L S
T A
T
IO
N K
IN
G S B
A Y
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
E N
T R
A N
C E C
H A
N N
E L
C A
M D
E N C
O U
N T
Y
G E
O R
G
IA
A
N D N
A S
S A
U C
O U
N T
Y F
L O
R
ID
A V .M .B
D .B .V
J .E .B
C U
T -1
N T
H R
O U
G H R
A N
G E -E
A N
D
-F
O O
T P
R O J
E C
T
W E
P -1
-B -0
J U
N E
RGE. 1250
RGE. 1000
RGE. 750RGE. 750 SS-KBEC09-5
VB-KB15-28
SS-KBEC09-6 SS-KBEC09-7
VB-KB05-12
VB-KB05-13
VB-KB05-11
VB-KB05-15
VB-KB05-14
VB-KB05-10
BOUNDARY LINE (SEE NOTE 2)
FORT CLINCH AQUATIC PRESERVE
RADIUS = 200'
Y=259827.55
X=893418.73
RGE. 1550
RGE. 1250
RGE. 1300
RGE. 1000
CULTURAL RESOURCE AREA BUFFER
C
IV
IL
D R
E D
G
IN
G P
L A
N
C-02
M A
T C
H L
IN
E D
R A
W
IN
G C
-0 S
T A
C
U T -1
N
M A
T C
H L
IN
E D
R A
W
IN
G C
-0 S
T A
C
U T -1
N
Y= 258,500
Y= 259,500
Y= 260,000
Y= 259,000
Y= 258,000
X
,0
X
,5
X
,0
X
,5
X
,0
X
,5
Y= 257,500
X
,0
200'100'0100'
GRAPHIC SCALE
N
CUT-1N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
S T
A C
U T -1
N
KINGS BAY ENTRANCE CHANNEL
KINGS BAY ENTRANCE CHANNEL
NORTH SETTLING BASIN
-K
B E
C -C
N p ln .d g n
2-FOOT ALLOWABLE OVERDEPTH
49-FOOT REQUIRED DEPTH (NSB) PLUS
S T
A
2-FOOT ALLOWABLE OVERDEPTH
49-FOOT REQUIRED DEPTH KBEC PLUS
NOTES:
MATERIAL TO BE PLACED IN D/A-NB
MATERIAL TO BE PLACED IN D/A-NB
S T
A
T
O
S
T A C
U T -1
N
A L T
B
PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.
FEDERAL CHANNEL AND SIDESLOPES LOCATED WITHIN THE AQUATIC
OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE
2. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH
THE 1983-2001 TIDAL EPOCH.
REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF
TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS
GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE
1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE
A
A R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
A
B R
E V
IS
E D T
O A
C C
O M
P A
N Y A
M E
N D
M E
N T
BA
A L T
A
N
A T L A N T I C O C E A N
NTS
KEY PLAN
KINGS BAY ENTRANCE CHANNEL
INNER CHANNEL
K
IN
G S B
A Y
C -0
C -0
C -0
C -0
C -0
C -0
C -0
C -0
C -1
C -0
C -1
C -1
C -1
F
E
D
C
B
A
F
E
D
C
B
A
10 9 8 7 6 5 4 3 2
10 9 8 7 6 5 3 2 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
DEPENDS ON YOU
SAFTEY ON THIS JOB
D E
P A
R T
M E
N T O
F T
H E A
R M
Y of Engineers
US Army Corps
Jacksonville District
U .S
N A
V A
L S
T A
T
IO
N K
IN
G S B
A Y
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
E N
T R
A N
C E C
H A
N N
E L
C A
M D
E N C
O U
N T
Y
G E
O R
G
IA
A
N D N
A S
S A
U C
O U
N T
Y F
L O
R
ID
A V .M .B
D .B .V
J .E .B
C U
T -1
N T
H R
O U
G H R
A N
G E -E
A N
D
-F
O O
T P
R O J
E C
T
W E
P -1
-B -0
J U
N E
RGE. 1250
RGE. 1000
PLANE COORDINATES
YX
AIDS TO NAVIGATION
RGE. 750
LT. BUOY-18 (08/17)
LT. BUOY-19 (08/17)
259,225
258,602
892,527
892,58
RGE. 750
"RLB-18"
"GLB-19"
VB-KB15-27
SS-KBEC09-8
VB-KB15-25
VB-KB15-26
SS-KBEC09-9
VB-KB15-24
SS-KBEC09-10
VB-KB05-12A
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