Plans_19B0004_IWW-Broward.pdf
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- W912EP19B0004
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PLANS 19B0004 IWW JACKSONVILLE TO MIAMI, FLORIDA MAINTENANCE DREDGING, 10-FOOT PROJECT VICINITY OF GULF STREAM AND VICINITY OF HILLSBORO INLE, PALM BEACH AND BROWARD COUNTIES, FLORIDA
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72.35' of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
JACKSONVILLE DISTRICT
A T L A N T I C O C E A N
N
P R
O J
E C
T
L
IM
IT
S
GENERAL
SHEET INDEX
G-01
G-02
COVER AND SHEET INDEX
G-03 PROJECT OVERVIEW
SHEET TITLESHEET ID
G-01
CIVIL
G E
N E
R A
O
V E
R A
N D S
H E
E T I
N D
E X
G-04
-I
W W
B C
M D
-G
I0 c v r.
d g n
F L O R I D A
S T A T E O F
C O U N T Y
P A L M B E A C H
C O U N T Y
B R O W A R D
DELRAY BEACH
CITY OF
DEERFIELD BEACH
CITY OF
POMPANO BEACH
CITY OF
BOCA RATON
CITY OF
WILDIFE REFUGE
LOXAHATCHEE NATIONAL
ARTHUR R. MARSHALL
MANAGEMENT AREA
EVERGLADES WILDLIFE
CORAL SPRINGS
CITY OF
W912EP19B0004
PALM BEACH AND BROWARD COUNTIES, FLORIDA
INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI, FLORIDA
MAINTENANCE DREDGING,10-FOOT PROJECT
TOWN OF GULF STREAM
DREDGING PLAN - STA. 11+00 CUT BW-15 TO STA. 9+00 CUT BW-19
DREDGING PLAN - STA. 5+00 CUT P-59 TO STA. 11+00 CUT P-60
UPLAND DISPOSAL AREA - MSA-641A
CHANNEL CONTROL DATA - IWW VICINITY OF GULF STREAM
NOTES, ABBREVIATIONS, AND SYMBOLS
G-05
C-01
C-02
C-03
C-04
TYPICAL CROSS SECTIONS
INTRACOASTAL WATERWAY
VICINITY OF GULF STREAM AND VICINITY OF HILLSBORO INLET
INLET
HILLSBORO
CHANNEL CONTROL DATA - IWW VICINITY OF HILLSBORO INLET
S O
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FULL SECTION
PARTIAL SECTION
TERMS AND ABBREVIATIONS
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
C4
D7
DRAWING AREA TITLE
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
GENERAL NOTES
DISCIPLINE DESIGNATOR
C-12
C-12
VIEWING PLANE
CUTTING PLANE LINE
OBJECT REFERENCED
DRAWING WHERE SHOWN
SHEET GRID - ROW AND COLUMN
D7
C-12
DRAWING WHERE SHOWN
SHEET GRID - ROW AND COLUMN
VIEWING PLANE
OBJECT REFERENCED
DRAWING SYMBOLOGY AND GENERAL NOTES
4255-123
R -6
1 on 20
FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL
FILL SLOPE INDICATOR SYMBOL
EROSION CONTROL POINT (ECL)
CONSTRUCTION BASELINE POINT (CBL)
FDEP RANGE MONUMENT WITH AZMITH BEARING
4255-124
R - RESOURCES
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
ENVIROMENTAL RESOURCE MAPPING
V - SURVEY /
G - GENERAL
LEGEND - GEOTECHNICAL BORINGS
CB-JH99-22 IDENTIFIER
P-JH99-22 IDENTIFIER
GS-JH99-22 IDENTIFIER
VB-JH99-22 IDENTIFIER
CORE BORING
PROBE
GRAB SAMPLE
VIBRACORE BORING
LEGEND - AIDS TO NAVIGATION
LIGHTED BEACON
GREEN DAYBEACON
RED DAYBEACON
CAN BUOY
NUN BUOY
RED LIGHTED BUOY / GREEN LIGHTED BUOY
400'0 200'20' 40'0C-16
CROSS SECTION
200'0 100'
N
PLAN
TITLE
NORTH INDICATOR
GRAPHIC SCALE
C
SECTION NAME
TITLE
DRAWING WHERE SHOWN
GRAPHIC SCALE
49.5
VI
PID AF3134
PROJECT CHANNEL
DREDGING AREAS
ELEVATION AND LOCATION
CHANNEL LIMITS
CHANNEL PI POINTS
CONTROL MONUMENT
HORIZONTAL AND VERTICAL
IN DIRECTION OF ARROW
MONUMENT OFF SHEET
REDUCED TO FIT
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
PROFILE
C-01
SHEET NO.
20'0 10'100' 200'0
GRAPHIC SCALE
TITLE
SURVEY NOTES
INDENTITY SYMBOL KEY
LEGEND
CBL STATION
UNITED STATES COAST GUARD
UNITED STATES ARMY CORPS OF ENGINEERS
TYPICAL
TOE OF SLOPE
TOLERANCE
TOP OF BERM
TURNING BASIN
STATION
STREET
SOVEREIGN SUBMERGED LAND EASEMENT
SQUARE FEET
RANGE
REQUEST FOR INFORMATION
ROAD
POINT OF INTERSECTION
PINELLAS COUNTY AQUATIC PRESERVE
NOT TO SCALE
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NORTH AMERICAN VERTICAL DATUM OF 1998
MEAN LOW WATER
MEAN LOWER LOW WATER
MEAN HIGH WATER
LINEAR FOOT
IRON PIPE
INVERT
FOOT/FEET
FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
EDGE OF BERM
ELEVATION
EROSION CONTROL LINE
ENTRANCE CHANNEL
DRAWING
COUNTY ROUTE
CENTERLINE
CONSTRUCTION BASELINE
BOULEVARD
APPROXIMATE
450+00
USCG
USACE
TYP
TOS
TOL
TOB
TB
STA
ST
SSLE
SF
RGE
RFI
RD
PI
PCAP
N.T.S.
NOAA
NAVD88
MLW
MLLW
MHW
LF
IP
INV
FT
FDOT
FDEP
EOB
EL
ECL
EC
DWG
CR
CL
CBL
BLVD
APPROX
SURVEY NOTES
SYMBOL (+).
ELEVATIONS SHOWN ABOVE REFERNCE DATUM WILL BE ASSIGNED THE PLUS
DESIGN ELEVATIONS ARE IN US FEET AND REFERENCED TO MLLW DATUM. ALL 3.
PROJECT.
NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS
THE LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE
THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED ON
INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS
ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR 2.
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION
THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. 1.
STAGING AND PIPELINE ACCESS AREA
G-02
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13.
ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV
QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN
SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND 11.
THE SURVEY.
CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS
SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 10.
AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.9.
P-59, P-6013 SEP 2018SB-46
CUTDATE OF SURVEYVESSEL
FREQUENCY.
6205 COMBINED MULTI-BEAM / SIDESCAN. ALL SOUNDINGS SHOWN ARE IN HIGH
DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER AND AN EDGE-TECH
VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER
NOAA TIDAL STATION "RM 1 IWP 116" FOR ALL CUTS (PID: AD2693).
BELOW:
USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS
ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS
1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC
DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 8.
REFERENCE BASE LOCATED AT "P 315" (PID: AD2703)
POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:
THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS 7.
ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.6.
OF 1983 (NAD83).
FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM
PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION 5.
SIGN.
ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) 4.
MODEL. KTD FILE NAME IS: "PALMBEACH_2018 05 03.KTD".
AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM (KTD)
TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK) GPS 3.
LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.
SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN 2.
REFER TO SURVEY NO. 18-233.1.
NOV 13.
IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30
QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY
11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND
OF THE SURVEY.
CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS
SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE
10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.9.
BW-17 & BW-1812 SEP 2018SB-48
CUTDATE OF SURVEYVESSEL
FREQUENCY.
6205 COMBINED MULTI-BEAM / SIDESCAN. ALL SOUNDINGS SHOWN ARE IN HIGH
DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER AND AN EDGE-TECH
VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER
NOAA TIDAL STATION 872 2859 3 USED FOR ALL CUTS. (PID: AD5848)
BELOW:
USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS
ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS
1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC
DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 8.
REFERENCE BASE LOCATED AT "HILLSBORO 101" (PID: BBFG61)
POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:
THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS 7.
ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.6.
AMERICAN DATUM OF 1983 (NAD83).
PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH
PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR 5.
SIGN.
ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) 4.
"BROWARD-MIAMIDADE-MONROE-COLLIER_2018 05 02.KTD".
(KTD) MODEL. KTD FILE NAME IS:
GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM
TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK) 3.
LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.
SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN 2.
REFER TO SURVEY NO. 18-232.1.
G-03
G E
N E
R
P R
O J E
C T O
V E
R V
IE
W -I
W W
B C
M D
-G
I0 o v w .d g n
A T L A N T I C O C E A N
C O U N T Y
B R O W A R D
F L O R I D A
S T A T E O F
N.T.S.
C O U N T Y
P A L M B E A C H
AIRPARK
POMPANO BEACH
POMPANO BEACH
CITY OF
A T L A N T I C O C E A N
N F
E D
E R
A L H
W Y
N
D
IX
IE
H
W Y
E. COPANS RD
A1
A
N F E
D E
R A
L H
W Y
L A
K E I
D A
ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)
TOTALS
NOTE:
TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.
REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING
LIGHTHOUSE POINT
CITY OF
VICINITY OF GULF STREAM1
2 1,000 3,000 4,000
NOTE:
1. DREDGE AREAS ARE APPROX. 15 MILES APART
IN
T E
R S
T A
T E H
W Y
MSA-641A
HILLSBORO INLET
VICINITY OF HILLSBORO INLET
GULF STREAM
TOWN OF
6,000
7,000
17,000
20,000
23,000
27,000
DEPTH (FT)
REQUIRED
DEPTH
REQUIRED
VOLUME TO
OVERDEPTH
ALLOWABLE
VOLUME IN
VOLUME
TOTAL
LOCATION
DREDGE AREA
AREAS
DREDGE
S O
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GEORGIA
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PENSACOLA
JACKSONVILLE
ORLANDO
FT MYERS
MIAMI
TAMPA
KEY WESTN.T.S.
LOCATION MAP
CANAVERAL
ST LUCIE
ST AUGUSTINE
GAINESVILLE
FLORIDA
OCEAN
ATLANTIC
BEACH
WEST PALM
FT. LUDERDALE
N
OF WORK
LOCATION
U
T P -5
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C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
C U
T P -6
CUT P-57
CUT P-58 CUT P-59 CUT P-60
CUT P-61
CUT P-62
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
P B
L L
P B
P B
R L
P B
L L
P B
P B
R L
P B
L L
P B
P B
R L
C U
T P -5
.0
T P -5
.2
T P -6
.0
C U
T P -5
.1
C U
T P -6
T P -6
.3
T P -6
T P -6
.7
P B
L L
P B
P B
R L
P B
L L
P B
P B
R L
C U
T P -5
.0
C U
T P -5
.9
N
G E
N E
R A
L
C H
A N
N E
L C
O N
T R
O L D
A T
A I
W W
400' 800'0
-I
W W
B C
M D
-G
I0 P
L N .d g n
S T
A
C
U T P -6
S T
A
C
U T P -5
Y
Y
Y
X= 962
X= 960
Y
Y
Y
Y
X= 960
X= 962
Y
X= 965
Y
Y
X= 965
INTRACOASTAL WATERWAY
S T A T E O F F L O R I D A
P A L M B E A C H C O U N T Y
X= 967
V
IC
IN
IT
Y O
F G
U L F S
T R
E A
M
G-04
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
®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
/1
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\Broward Co Reach 1 O&M FY19\010 - Plans\01 General\G-04
M M
M M
M M
M M
M Y
Y
S I
D
N /A
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
J
B E
R G
E N
A
B U
R K
E M
R
IC
E
M
C O
C H
R A
N E
X X
X X
X X
X X
X X
X X
X P
A L
M B
E A
C H A
N D B
R O
W A
R D C
O U
N T
IE
S F
L O
R
ID
A
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, F
L O
R
ID
A
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
V
IC
IN
IT
Y O
F G
U L F S
T R
E A
M A
N D V
IC
IN
IT
Y O
F H
IL
L S
B O
R O I
N L E
T
CHANNEL CONTROL POINTS
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)
POINT (X) EASTING (Y) NORTHING
PBRL 64
PBLL 64
PB 64
PBRL 63
PBLL 63
PB 63
PBRL 62
PBLL 62
PB 62
PBRL 61
PBLL 61
PB 61
PBRL 60
PBLL 60
PB 60
PBRL 59
PBLL 59
PB 59
PBRL 58
PBLL 58
PB 58
962683.45
962807.47
962745.46
962814.80
962938.73
962876.77
963191.62
963315.64
963253.63
963364.48
963487.98
963426.23
963724.89
963847.72
963786.31
963992.21
964116.23
964054.22
964224.36
964348.72
964286.54
777371.36
777355.71
777363.54
778338.40
778322.04
778330.22
781278.70
781263.08
781270.89
782675.53
782655.70
782665.61
784497.13
784473.89
784485.51
785976.77
785960.17
785968.47
788625.89
788613.14
788619.51
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U T B
W -1
C U T
BW
-1 0+
CUT B
W-
5+
CUT B
W-
+0
CUT B
W-
0+
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U
T B
W -1
C U T B
W -1
C U T B
W -1
C U T B
W -1
C U T B
W -1
C U T
BW
-1 1+
C U T
BW
-1 2+
C U T
BW
-1 3+
C U T
BW
-1 4+
CUT B
W-
1+
CUT B
W-
2+
CUT B
W-
3+
CUT B
W-
4+
CUT B
W-
6+
CUT B
W-
7+
CUT B
W-
8+
CUT B
W-
9+
CUT B
W-
+0
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
C U
T B
W -2
CUT BW-12
CUT BW-13
CUT BW-14
CUT BW-15 CUT BW
-16C U T B
W -1
C U
T B
W -1
C
U T B
W -1
CUT BW-20 CUT B
W-
CUT BW-22
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 62.5
RGE. 125
R G
E . 0
R G
E . 6
.5
R G
E . 1
R G
E . 0
R G
E . 6
.5
R G
E . 1
RGE. 0
RGE. 62.5
RGE. 125
RGE. 0
RGE. 6
2.5RGE. 1
RGE. 0
RGE. 62.5
RGE. 125
B W
B
W L L
B W
R L
B W
L L
B W
B W
R L
B W
LL
B W 8B
W R L
BW
LL
19BW
BW
RL 1
B W
L L
B W
B W
R L
B W
L L
B W
B W
R L
B W
W D
A
B W
W D
B
B W
R L
B W
B W
L L
B W
W D
A
B W
W D
B
B W
R L
B W
B W
L L
C
U T B
W -2
T B
W -2
W
L L
B W
B W
R L
B W
W D
B
B W
W D
A
C U
T B
W -2
T B
W -2
T B
W -2
.0
C
U T B
W -2
.0
C U
T B
W -2
.0
C U
T B
W -2
.0
B W
L L
B W
B W
R L
C U
T B
W -1
.0
C U
T B
W -1
.3
B W
L L
B W
B W
R L
C U
T B
W -1
.0
C
U T B
W -1
.5
C U
T B
W -1
T B
W -1
T B
W -1
T B
W -1
T B
W -1
T B
W -1
.6
T B
W -1
T B
W -1
.2
C U T B
W -1 0+
.0
C U T B
W -1 4+
.0
C
UT
BW
-1 9 0
+0 0.0
C
UT
BW
-1 8 4
+2 0.6
C U T B
W -1
T B
W -2
T B
W -2
T B
W -1
CHANNEL CONTROL POINTS
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)
POINT (X) EASTING (Y) NORTHING
BWRL 23
BWLL 23
BW 23
BWWD 22B
BWWD 22A
BWRL 22
BWLL 22
BW 22
BWWD 21B
BWWD 21A
BWRL 21
BWLL 21
BW 21
BWRL 20
BWLL 20
BW 20
BWRL 19
BWLL 19
BW 19
BWRL 18
BWLL 18
BW 18
BWRL 17
BWLL 17
BW 17
BWRL 16
BWLL 16
BW 16
BWRL 15
BWLL 15
BW 15
BWRL 14
BWLL 14
BW 14
BWRL 13
BWLL 13
BW 13
BWRL 12
BWLL 12
BW 12
BWRL 11
BWLL 11
BW 11
954132.00
954255.17
954193.58
954575.3
954560.2
954614.02
954741.31
954677.66
954480.9
954514.4
954310.60
954441.60
954376.10
954697.35
954787.72
954742.54
955832.62
955878.28
955855.45
956194.41
956265.66
956230.03
956481.36
956575.31
956528.34
956712.94
956824.32
956768.63
957182.97
957304.47
957243.72
957275.65
957400.91
957338.28
957255.47
957380.53
957318.00
957299.00
957423.93
957361.46
957363.01
957488.01
957425.51
696354.82
696333.50
696344.16
699043.3
699517.9
699277.93
699281.57
699279.75
700442.9
700782.2
700630.84
700617.92
700624.38
701503.43
701398.84
701451.13
701819.66
701702.62
701761.14
702004.49
701900.52
701952.50
702260.92
702177.24
702219.08
702589.69
702530.74
702560.21
703838.47
703806.42
703822.45
704428.46
704420.36
704424.41
705186.92
705186.37
705186.65
706417.16
706413.05
706415.10
708518.51
708516.30
708517.40
N
400' 800'0
-I
W W
B C
M D
-G
I0 P
L N .d g n
G E
N E
R A
L
Y
Y
X= 95750
Y
Y
Y
Y
Y
X= 95250
Y
Y
X= 95500
X= 95250
X= 95500
S T
A
C
U T B
W -2
S T
A
C
U T B
W -1
C H
A N
N E
L C
O N
T R
O L D
A T
A I
W W
G-05
V
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IN
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Y O
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B O
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S O
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A T
IO
N N
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S
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D B
Y
D E
S C
R
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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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D B
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D A
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C O
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C T N
O
C H
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D B
Y
D R
A W
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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F
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M M
M M
M M
M M
M Y
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S I
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N /A
J A
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X X
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X X
X X
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2.
2.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
71.
71.
1.
1.
1.
1.
1.
1.
1.
61.
1.
1.
1.
1.
1.
1.
1.
1.
41.
41.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
11.
11.
1.
1.
11.
1.
1.
1.
1.
1.
0.
0.
0.
0.
0.
80.
0.
0.
0.
0.
0.
0.
0.
0.
0.
40.
0.
0.
-0
YX
PLANE COORDINATES
AIDS TO NAVIGATION
"SHOAL_POLE"
DBN-52A (09/18)
SHOAL POLE (09/18)
782,769
782,669
963,443
963,383
"DBN-52A
A
C-03
A
C-03
(S
EE
NOTE
1)
N
100' 200'0
C
IV
IL
X= 962
X= 963
X= 963
X= 964
Y
X= 964
Y
Y
X= 964
Y
Y
Y
C U
T P -5
C U
T P -6
C U
T P -6
RGE. 125
RGE. 62.5
RGE. 0
RGE. 125
RGE. 62.5
RGE. 0
C U
T P -6
APPROXIMATE SHORELINE (TYP.)
APPROXIMATE SHORELINE (TYP.)
S T
A
C
U T P -5
S T
A
C
U T P -6
S T A T E O F F L O R I D A
P A L M B E A C H C O U N T Y
INTRACOASTAL WATERWAY
S T
A C
U T P -5
T
O S
T A C
U T P -6
CUT P-59
CUT P-60
P.I. CUT P-60 STA. 0+00.00
P.I. CUT P-59 STA. 18+55.16
D R
E D
G
IN
G P
L A
N
MSA-641A
UPLAND DISPOSAL AREA
C-01
-I
W W
B C
M D
-C I0 p ln .d g n
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -5
C U
T P -6
1-FOOT ALLOWABLE OVERDEPTH
9-FOOT REQUIRED DEPTH PLUS
MSA-
1-1
NOTES:
PROXIMITY TO THE P.I. OF CUT-59 AND CUT-60.
1. CORE BORING MSA-641-1 IS LOCATED IN CLOSE
S O
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US Army Corps
U .S
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M M
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7.
7.
7.
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7.
7.
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7.
7.
7.
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7.
7.
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6.
6.
.8
6.
.7
6.
6.
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6.
6.
6.
.5
.4
6.
6.
6.
.8
5.
5.
.6
5.
55.
.5
5.
45.
5.
.3
.3
5.
5.
5.
.0
4.
4.
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4.
4.
4.
14.
3.
3.
3.
3.
3.
63.
63.
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3.
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3.
3.
3.
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3.
3.
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2.
2.
2.
2.
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2.
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.6
.3
.2
.0
0.
.1 -0
YX
PLANE COORDINATES
AIDS TO NAVIGATION
LT-71 (09/18) 956,767 702,417
DBN-72 (09/18) 856,086 701,980
SIGN (09/18) 956,622 702,172
"D B
N -7
"L T -7
"I N F O S
IG
N
100' 200'0
N
C
IV
IL
S T
A C
U T B
W -1
T
O S
T A C
U T B
W -1
Y= 700500
X 0Y= 701000
Y= 701500Y= 702000
X
X
X
Y= 702500
Y= 703000
Y= 703500
X
X
X
X
-I
W W
B C
M D
-C I0 p ln .d g n
INTRACOASTAL WATERWAY
IN
TRACOASTAL W
ATE
RW
AY
CUT B
W-
CUT BW-17
CUT BW-19
R G
E
R G
E
R G
E
R G
E
R G
E
R G
E
R G
E
R G
E
C U
T B
W -1
P.I. CUT BW-17 STA. 1+94.12
P.I. CUT 3 STA. 5+10.18
RGE. 0
RGE. 62.5
RGE. 125
R G E.
2.
R G E.
R G E.
P.I. CUT BW-19 STA. 0+00.00
P.I. CUT BW-18 STA. 4+20.63
P.I. CUT BW-18 STA. 0+00.00
P.I. CUT BW-17 STA. 4+00.06
P.I. CUT BW-16 STA. 0+00.00
P.I. CUT BW-15 STA. 13+48.68
P.I. CUT BW-17 STA. 0+00.00
P.I. CUT BW-16 STA. 4+17.26
S T
A
C
U T B
W -1
S T
A
C
U T B
W -1
S T A T E O F F L O R I D A
B R O W A R D C O U N T Y
APPROXIMATE SHORELINE (TYP.)
ATLANTIC OCEAN
APPROXIMATE SHORELINE (TYP.)
APPROXIMATE SHORELINE (TYP.)
A1A
A 1A
A
A
B W -1
S
T A
B W -1
S
T A
B W -1
S
T A
B W -1
S
T A
B W -1
S
T A
B W -1
S
T A
D R
E D
G
IN
G P
L A
N
R G
E
C-02
St a
C U T-
BW
-1 2+
.9
2-FOOT ALLOWABLE OVERDEPTH
10-FOOT REQUIRED DEPTH PLUS
H
IL
L S
B O
R O I
N L E
T
VB-IW
W
BR
W 14-4
CUT BW-18
B W -1
S
T A
B W -1
S
T A
B W -1
S
T A .1
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
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IS
S
U E D
A T
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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
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
/1
/2
F
IL
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G D
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\Broward Co Reach 1 O&M FY19\010 - Plans\02 Civil\C-02
M M
M M
M M
M M
M Y
Y
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
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T Y
P
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A L C
R O
S S S
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T
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S
C-03
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W W
B C
M D
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S O
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A T
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N N
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
/1
/2
F
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G D
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M M
M M
M M
M M
M Y
Y
S I
D
N /A
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
J
B E
R G
E N
A
B U
R K
E M
R
IC
E
M
C O
C H
R A
N E
X X
X X
X X
X X
X X
X X
X P
A L
M B
E A
C H A
N D B
R O
W A
R D C
O U
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IE
S F
L O
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ID
A
IN
T
R A
C O
A S
T A
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W A
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T E
N A
N C
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D G
IN
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C T
V
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Y O
F G
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T R
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Y O
F H
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L S
B O
R O I
N L E
T
E L E
V A
T
IO
N M
L L
W
B
10' 20'0 50' 100'0
VERTICAL: HORIZONTAL:
CROSS SECTION - CUT BW-18 STA. 1+00
+10 +10
EXISTING BOTTOM
-50 -100 -15050100150200250300350
R G
E .5
PROJECT CHANNEL
AREA TO BE DREDGED
R G
E
R G
E
CL
2' ALLOWABLE OVERDEPTH
10' REQUIRED DEPTH
C-02
E L E
V A
T
IO
N M
L L
W
E L E
V A
T
IO
N M
L L
W
+10 +10
EXISTING BOTTOM
-50 -100 -15050100150200250300350
R G
E .5
PROJECT CHANNEL
AREA TO BE DREDGED
R G
E
R G
E
CL
E L E
V A
T
IO
N M
L L
W
10' 20'0 50' 100'0
VERTICAL: HORIZONTAL:
A
C-01
CROSS SECTION - CUT P-59 STA. 17+00
1' ALLOWABLE OVERDEPTH
9' REQUIRED DEPTH
R G
E
R G
E .5
R G
E
N F
E D
E R
A L H
W Y
IN
T
R A
C O
A S
T A
L W
A T E
R W
A Y
Y= 783000
X
X
X
X
Y= 782500
Y= 783500
MSA-641A
DISPOSAL AREA
KOKOMO KEY LN
AVE AU SOLEIL
ACCESS ROAD
N
C U
T P -5
R G
E
R G
E .5
R G
E
C U
T P -6
WEIRS
WEIR DISCHARGE
SECURITY FENCING
60' 120'0
C
IV
IL
U P
L A
N D D
IS
P O
S A
L A
R E
A
M S
A -6
A -I
W W
B C
M D
-C I0 p ln .d g n
C-04
ACCESS RAMPS
SITE ACCESS GATE
DELRAY PRESERVE CONDOMINIUM COMMUNITY
APPROXIMATE SHORELINE (TYP.)
NOTES:
WELL LOCATION
LAT LONWELL NO.
MONITORING
STATE PLANE COORDINATES
NORTHING EASTING
MSA-641-4
MSA-641-3
MSA-641-2
MSA-641-1
GROUNDWATER MONITORING WELL LOCATIONS
SYMBOL: #
MW
MW
MW
MW
MW
962,720.7
963,091.2
963,158.1
962,738.4
782,733.1
782,760.1
783,311.9
783,290.7
WELL. (SEE NOTE BELOW)
GROUNDWATER MONITORING
WELL. (SEE NOTE BELOW)
GROUNDWATER MONITORING
WELL. (SEE NOTE BELOW)
GROUNDWATER MONITORING
WELL. (SEE NOTE BELOW)
GROUNDWATER MONITORING
SW CORNER
SE CORNER
NE CORNER
NW CORNER
N26⁰ 29.041'
N26⁰ 29.045'
N26⁰ 29.136'
N26⁰ 29.133'
W80⁰ 03.769'
W80⁰ 03.701'
W80⁰ 03.688'
W80⁰ 03.765'
DREDGE DISCHARGE PIPELINE.
VEGETATION NECESSARY TO PLACE AND MAINTAIN
2. CONTRACTOR SHALL CLEAR ONLY SHORELINE
BE TAKEN TO AVOID DAMAGING MONITORING WELLS.
PERSONNEL WITH WELL LOCATIONS. CARE MUST
AREA, CONTRACTOR SHALL FAMILIARIZE ON-SITE
WELLS ARE LOCATED OUTSIDE THE NORMAL WORK
1. ALTHOUGH EXISTING GROUNDWATER MONITORING
(SEE NOTE 2)
DREDGE DISCHARGE PIPELINE
STAGING AREA AND ACCESS FOR
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
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N
A
M A
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S
IZ
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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
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\Broward Co Reach 1 O&M FY19\010 - Plans\02 Civil\C-04
M M
M M
M M
M M
M Y
Y
S I
D
N /A
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
J
B E
R G
E N
A
B U
R K
E M
R
IC
E
M
C O
C H
R A
N E
X X
X X
X X
X X
X X
X X
X P
A L
M B
E A
C H A
N D B
R O
W A
R D C
O U
N T
IE
S F
L O
R
ID
A
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, F
L O
R
ID
A
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
V
IC
IN
IT
Y O
F G
U L F S
T R
E A
M A
N D V
IC
IN
IT
Y O
F H
IL
L S
B O
R O I
N L
| G-01 |
| G-02 |
| G-03 |
| G-04 |
| G-05 |
| C-01 |
| C-02 |
| C-03 PLACEHOLDER |
| C-04 |
| cover.pdf |
| G-01 |
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