20B0003Plans_RTA.pdf
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- Solicitation number
- W912EP20B0003
About this file
This solicitation is for the Port Everglades South Jetty Rehabilitation 2020 project in Broward County, Florida. The U.S. Army Corps of Engineers seeks to repair the approximately 1,050 foot long south jetty through substantial moving and manipulation of new and existing stones to meet tolerances. Bids are due on or around July 7, 2020 for a construction value between $1-5 million. A pre-bid conference will be held on June 16, 2020. Work will only be conducted from vessels from March 1 to November 30 each year and no work or staging is permitted on the beach. This unrestricted acquisition encourages all responsible offerors to participate under NAICS code 237990 and $39.5 million size standard.
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SOUTH JETTY REHABILITATION 2020
W912EP-20-B-0003
JACKSONVILLE DISTRICT
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
SHEET TITLESHEET ID
PORT EVERGLADES
BROWARD COUNTY, FLORIDA
GENERAL PLAN
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
CROSS SECTIONS
G-01
G E
N E
R
L
C
V E
R A
N D S
H E
E T I
N D
X
PLAN AND PROFILE - SOUTH JETTY REHABILITATION
TYPICAL CROSS SECTION
SURVEY NOTES, ABBREVIATIONS AND SYMBOLS
-P
E S J R
-G
I1 .d g n
G-05 CHANNEL CONTROL DATA
of Engineers
US Army Corps
SOLICITATION NO.:
DRAWING SET TABLE OF CONTENTS
TERMS AND ABBREVIATIONS
REFERENCE SYMBOL KEY
DISCIPLINE DESIGNATOR
HORIZONTAL AND VERTICAL CONTROL
WITH NOTATION
EXISTING CONTOUR LINE
PROJECT LEGEND
REDUCED TO FIT
C-12C-12
VIEWING PLANE
400'0 200'20' 40'0
200'0 100'
N
PLAN
NORTH INDICATOR
GRAPHIC SCALE
DRAWING WHERE SHOWN
GRAPHIC SCALE
TITLE
D
DRAWING WHERE SHOWN
OBJECT REFERENCED
D
CROSS SECTION IDENTIFIER
DRAWING AREA TITLE REDUCED TO FIT
CROSS SECTION
TITLE
E
C-08
REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES
SECTION NAME
SECTION NAME
G-02
G E
N E
R A
L
SURVEY NOTES
G-01
SHEET INDENTIFICATION KEY
SHEET SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
STANDARD FORMAT
C - CIVIL
G - GENERAL
VI
FEDERAL CHANNEL
CHANNEL PI POINTS
SLOPE OF EXISTING JETTY STONE
U
R V
E Y N
O T
E S
A B
B R
E V
IA
T
IO
N S A
N D S
Y M
B O
L S
GENERAL NOTES
-P
E S J R
-G
I0 .d g n
ACCESS AREA
STAGING AREA
FLORIDA EAST (FIPS 0901).
COORDINATE REFERENCE SYSTEM IS STATE PLANE COORDINATE SYSTEM 1983,
10. ALL HORIZONTAL AND VERTICAL COORDINATES ARE IN UNITS OF US SURVEY FEET;
GEOID12B) ADJUSTMENTS.
FROM NORTH AMERICAN VERTICAL DATUM 1988, GEOID MODEL 12B (NAVD88/
HEREIN ARE BASED ON MEAN LOWER LOW WATER (MLLW) ELEVATIONS DERIVED
DATUM 1983, REALIZATION 2011 (NAD83/2011). ALL VERTICAL COORDINATES
9. ALL HORIZONTAL COORDINATES HEREIN ARE BASED ON NORTH AMERICAN
SURFACE USING DATEM SE CELL AND EDITING TOOLS.
ELEVATIONS AND CONTOUR INTERVALS WERE INTERPOLATED FROM THE DTM
USING 1,701 VECTORS, 2,498,823 VERTICES AND 425,202 POINTS. SPOT
GRID SMOOTH = 2; * DENSIFY BREAKLINES; * FACTOR = 1; * CONSTRAIN; AND
MINIMUM AREA = 20; BREAKLINE FILTER = 1; SPLINE = 1; * UNIFORM GRID = 2;
WITH THE FOLLOWING SETTINGS: CONTOUR INTERVAL = 1; INDEX INTERVAL =5;
8. CONTOURS HEREIN WERE GENERATED USING DATEM SE CONTOUR CREATOR
AT A 1-FOOT INTERVALS.
METER NEEDED FOR CREATION OF A TIN AND THE GENERATION OF CONTOURS
SUPPORTING THE DEVELOPMENT OF AN ADEQUATE POINT DENSITY PER SQUARE
CLASSIFICATIONS. THESE METHODS WERE USED FOR THE PURPOSE OF
REDUCE THE BARE EARTH POINT CLOUD DATA FOR GROUND AND UNDERWATER
DEVELOPED BY CESAJ-EN-DG USING CONTOUR KEYPOINT ALGORITHMS TO
7. THE DIGITAL ELEVATION/TERRAIN MODEL (DEM/DTM) POINTS HEREIN WERE
STATED STANDARDS.
AND THAT THE CONTOURS SHOWN HEREIN AS BROKEN LINES MAY NOT MEET THE
DIGITAL GEOSPATIAL DATA (2014) FOR A ±0.15' RMSEZ VERTICAL ACCURACY CLASS;
DATA SET WAS TESTED TO MEET ASPRS POSITIONAL ACCURACY STANDARDS FOR
FOR A ±0.15' RMSEx/RMSEy HORIZONTAL ACCURACY CLASS; THAT THIS SURVEY
ASPRS POSITIONAL ACCURACY STANDARDS FOR DIGITAL GEOSPATIAL DATA (2014)
DATA COMMITTEE STANDARDS; THAT THIS SURVEY DATA SET WAS TESTED TO MEET
TESTED AT A 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC
6. THIS COMBINED GROUND AND HYDROGRAPHIC SURVEY WAS PERFORMED AND
PROCESSED BETWEEN THE DATES OF APRIL 29, 2019 AND MAY 21, 2019.
THE ORIGINAL HYDROGRAPHIC AND SIDE SCAN SONAR DATA WAS ACQUIRED AND
BY CESAJ-OD-HU BETWEEN THE DATES OF APRIL 18, 2019 AND APRIL 25, 2019.
5. THE ORIGINAL TERRESTRIAL LASER SCAN DATA WAS ACQUIRED AND PROCESSED
GNSS BASE UNIT OCCUPYING 'USN NORTH RANGE 5'.
POSITIONING SYSTEMS (GPS) METHODS WITH CORRECTIONS RECEIVED FROM A
ACCOMPLISHED THROUGH STATIC AND REAL TIME KINEMATIC (RTK) GLOBAL
4. THE GPS/GNSS SURVEYS FOR THE TERRESTRIAL LASER SCAN DATA WERE
RANGE RM 1' WITH TIES TO 'USN NORTH RANGE 5'.
'CP700' CHECKING INTO NGS MONUMENT 'USN NORTH RANGE 2' AND 'USN NORTH
METHODS WITH CORRECTIONS RECEIVED FROM A GNSS BASE UNIT OCCUPYING
THROUGH REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEMS (GPS)
3. THE GPS/GNSS SURVEYS FOR THE HYDROGRAPHIC DATA WERE ACCOMPLISHED
AND REMOTE SENSING SURVEYING METHODS AND PROCEDURES.
CONTRACTOR AND CESAJ-OD-HU BY CESAJ-EN-DG USING PHOTOGRAMMETRIC
AND MAPPED FROM THE DIGITAL DATA FILES RECEIVED FROM THE USACE AE
ACCEPTANCE, THE PLANMETRIC AND TOPOGRAPHIC DATA HEREIN WAS PROCESSED
CONTRACTOR WAS REVIEWED FOR QUALITY ASSURANCE BY CESAJ-EN-DG. UPON
2. THE DIGITAL DATA RECEIVED FROM CESAJ-OD-HU AND THE USACE AE
EVERGLADES INLET, FORT LAUDERDALE, FLORIDA.
BATHYMETRIC AND TOPOGRAPHIC CONDITIONS OF THE SOUTH JETTY AT THE PORT
PROCEDURES. THE PURPOSE OF THESE SURVEYS WAS TO RECORD THE CURRENT
CESAJ-OD-HU USING GPS/GNSS AND REMOTE SENSING SURVEYING METHODS AND
TERRESTRIAL LASER SCAN DATA HEREIN WAS COLLECTED AND PROCESSED BY
W912EP18D0002, CESAJ-EN-DG SURVEY# 19-119. ADDITIONALLY, THE
SENSING SURVEYING METHODS AND PROCEDURES UNDER CONTRACT
A USACE AE CONTRACTOR USING CONVENTIONAL, GPS/GNSS, AND REMOTE
1. THE HYDROGRAHIC SURVEY DATA HEREIN WAS COLLECTED AND PROCESSED BY
49 CHANNEL POINTS
INFORMATION ONLY AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2017).
4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL
THIS PROJECT.
NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF
THE LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE
ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCIBLE FOR VERIFYING
OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED
INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS
3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR
ARE U.S. SURVEY FEET.
ADJUSTMENT TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). ALL UNITS
PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE 1990
2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE
ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS
CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY
VERTICAL
UNITED STATES COAST GUARD
UNITED STATES ARMY CORPS OF ENGINEERS
TYPICAL
TOE OF SLOPE
TOLERANCE
STATION
STREET
SHEET
RANGE
REQUEST FOR INFORMATION
ROAD
PERMANENT BENCHMARK
PRIMARY PROJECT CONTROL POINTS
PERMANENT IDENTIFIER
POINT OF INTERSECTION
ONLINE POSITIONING USER SERVICE
NAVAL SURFACE WARFARE CENTER
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NORTH AMERICAN DATUM OF 1983
NORTH AMERICAN VERTICAL DATUM OF 1988
MEAN LOW WATER
MEAN LOWER LOW WATER
MEAN HIGH WATER
INTRACOASTAL WATERWAY
INVERT
FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
EXISTING
ELEVATION
CHANNEL
CONSTRUCTION BASELINE
BOULEVARD
VERT
USCG
USACE
TYP
TOS
TOL
STA
ST
SH
RGE
RFI
RD
PMB
PPCP
PID
PI
OPUS
NSWC
NOAA
NAD83
NAVD88
MLW
MLLW
MHW
IWW
INV
FDOT
FDEP
EX
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CHN
CBL
BLVD
VOIDS GREATER THAN 2.5 FT)
(INDICATES LOCATIONS OF EXISTING
ARMOR STONE PLACEMENT AREA
APPROXIMATE EXTENT OF EXISTING JETTY
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CP100
HORIZONTAL AND VERTICAL CONTROL POINT
CP100
USN NORTH RANGE RM 1
USN NORTH RANGE 2
USN NORTH RANGE NO 5
SOUTH JETTY
DESIGNATION PID NORTHING EASTING NAVD88 MLLW
SURVEY CONTROL
N/A
AD6995
AD5720
CS4034
AD2441
636,314.71
640,346.08
640,103.08
640,112.39
640,307.08
947,451.16
948,794.61
948,821.08
948,773.28
948,854.44
2.17
7.19
7.27
7.37
7.23
4.49
9.51
9.59
9.69
9.55
"USN NORTH RANGE 2"
"SOUTH JETTY""USN NORTH
RANGE NO 5"
"USN NORTH RANGE RM 1"
S T R
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A T L A N T I C O C E A N
B R O W A R D C O U N T Y
G-03
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P R
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C T O
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PLAN - PROJECT OVERVIEW
1000' 2000'0
Y= 630000
Y= 635000
Y= 640000
Y= 645000
Y= 650000
X
X
X
X
X
Y= 635000
Y= 640000
Y= 645000
X
X
X
X
X
PORT EVERGLADES ENTRANCE CHANNEL
APPROXIMATE SHORELINE
APPROXIMATE SHORELINE
D R V
O N D
M
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A J
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N S
O N S
T A
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ACCESS AREA
STAGING AREA
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NORTH JETTY
SOUTH JETTY (STRUCTURE TO BE REHABILITATED)
SE 17TH ST
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PORT EVERGLADES
S T A T E OF F L O R I D A
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F T L A U D E R D A L E
PORT EVERGLADES
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US NAVAL SURFACE WARFARE CENTER (NSWC)
(NO UNAUTHORIZED ACCESS)
NSWC CABLE ARRAY IN THIS AREA
(EXTENDS SEAWARD FROM SEAWALL)
P O R T E V E R G L A D E S E N T R A N C E C H A N N E L
DR. VON D. MIZELL-EULA JOHNSON
STATE PARK
(SEE G-05)
CHANNEL CENTERLINE
(SEE G-05)
CHANNEL LIMITS
(SEE G-05)
CHANNEL LIMITS
PROJECT)
(NOT PART OF
JETTY SPUR
EXISTING
PROJECT)
(NOT PART OF
T-HEAD GROIN
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SOUTH JETTY
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E .C
S T
A
S T
A
S T
A .0
S
O U
T H
P O
R T C
U T -1
S T
A .6
E .C
S T
A .0
STA. 20+00.00 TURNING NOTCH STA. 20+03.44 SOUTHPORT CUT-3
STA. 24+07.30 SOUTHPORT CUT-2STA. 00+00.00 SOUTHPORT CUT-3
III
RGE. -760
RGE. -1876
RGE. 250
RGE. -160
RGE. -487.41
RGE. -590.83
RGE. VARIES
RGE. VARIES
RGE. VARIES
S O
U T
H P
O R
T C
H A
N N
E L
C U
T -1
STA. 27+86.21 SOUTHPORT CUT-1
MAIN TURNING BASIN
STA. 00+00.00 SOUTHPORT CUT-2
STA. 4+04.00 SOUTHPORT CUT-3
CONTROL POINTS
CHANNEL LIMITS
YX
PLANE COORDINATES
POINTS
CHANNEL
638027.22
639718.09
640482.05
640515.9
640505.31
640564.38
641681.26
639039.76
639305.29
639313.61
639043.92
638044.54
641064.33
641005.26
640965.86
640916.24
641097.36
641424.63
641527.57
641694.23
641692.79
642795.34
642787.8
638040.38
638070.77
639335.72
639396.3
639408.84
637996.79
944979.92
945075.24
945065.66
945365.55
945225.19
945261.25
954914.74
950815.17
949815.63
946372.33
946101.44
946089.64
946055.08
945879.84
945779.83
945463.18
944939.99
945111.3
946206.27
946162.22
946218.72
946578.55
946980.16
947387.37
946906.46
947472.36
949822.12
950822.37
954921.95
CONTROL POINTS
CHANNEL CENTERLINE
YX
PLANE COORDINATES
POINTS
P.I.
640670.29
640814.35
638012.01
640691.93
947183.77
946421.54
944919.38
954918.35
IV
III
II
I
SHEET GENERAL NOTES
PARAGRAPH "OBSTRUCTION OF CHANNEL".
1. SEE SPECIFICATION SECTION 01 11 00 "SUMMARY OF WORK"
N
G-05
G E
N E
R
H
A N
N E
L C
O N
T R
O L D
A T
A
250' 500'0
-P
E S J R
-G
I1 .d g n
Y= 636000
Y= 638000
Y= 640000
Y= 642000
X
X
X
X
X
X
V 946,876.68 635,624.38
946,623.48
946,670.36
946,649.41
945,626.23
947,076.48
635,223.56
635,223.56
633,888.72
633,872.94
635,610.01
-45
-40
-40
-40
-40
-35
-35
-35
-35
-30
-30
-30
-30
-25
-25
-25
-25
-20
-20
-20 -15
-15
-15
-1
-15
-10
-10
-10
-10
-10
-5
-5
-5
-5
-5
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
/2
/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\Navigation Projects\Port Everglades\Port Everglades South Jetty Rehab 2019\080 - Plans\05 Civil\C-01
S O
U T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
W E
P -2
-B -0
S I
D
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
P
A U
S T
IN
P O
R T E
V E
R G
L A
D E
S
B R
O W
A R
D C
O U
N T
Y F
L O
R
N E
V
+5
+5
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
E L E
V
.1
E L E
V .4
E L E
V
.2
E L E
V .0
E
V A
T
IO
N I
N F
T
(M
L
W
E L E
V A
T
IO
N I
N F
(M
L
W
+20
+15
+10
+20
+15
+10
E L E
V .7
E L E
V .2
E L E
V .9
E L E
V .7
E L E
V .1
E L E
V .0
E L E
V .6
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .2
E L E
V .3
E L E
V .4
E L E
V .4
(CREST OF ARMOR STONE)
AS-BUILT/DESIGN JETTY CREST
(ELEVATIONS SHOWN CAPTURE EXISTING WALKWAY)
EXISTING GRADE (APR-MAY 2019)
STATIONS
C-01
C
IV
IL
P L
A N A
N D P
R O
F
IL
E
N
HORIZONTALVERTICAL
PLAN - SOUTH JETTY REHABILIZATION
PROFILE - SOUTH JETTY REHABILIZATION
-P
E J R
-C
N .d g n
S O
U T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
50' 100'0
50' 100'010' 20'0
Y= 640500
X
X
X
X
X
X
X
X
X
X
X
X=949000
X=949000
A T L A N T I C O C E A N
P O R T E V E R G L A D E S E N T R A N C E C H A N N E L
B R O W A R D C O U N T Y
S T A T E O F F L O R I D A
APPROXIMATE EXTENT OF EXISTING STONE
LIMIT OF JETTY CREST
(NO ACCESS)
(NSWC)
NAVAL SURFACE WARFARE CENTER
EXISTING FENCE
EXISTING BOARDWALK
EXISTING JETTY SPUR
APPROXIMATE LIMITS OF JETTY REPAIR
SHEET GENERAL NOTES
"PROJECT DESCRIPTION" FOR FURTHER DEATIALS.
CREST OF THE JETTY. SEE SECTION 01 11 00 PARAGRAPH
1. THERE IS AN EXISTING CONCRETE WALKWAY RUNNING ALONG THE
ARMOR STONE B ARMOR STONE A
4-8 TONS 10-14 TONS
S T
A
S T
A
S T
A
L
IC
IT
A T
IO
N N
O
D E
S
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D B
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M A
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S
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D B
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C O
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C T N
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D B
Y
D R
A W
N B
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S
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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
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P S O
F E
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IN
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/2
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F
IL
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A M
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IN
G D
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades South Jetty Rehab 2019\080 - Plans\05 Civil\C-02
S O
U T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
W E
P -2
-B -0
S I
D
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
P
A U
S T
IN
P O
R T E
V E
R G
L A
D E
S
B R
O W
A R
D C
O U
N T
Y F
L O
R
N E
V
E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60 80-20-40-60-80
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
12'
NORTH SOUTH
HORIZONTALVERTICAL
10' 20'010' 20'0
+5
+20
+15
+10
+5
+20
+10
+15
TYPICAL CROSS SECTION
EXISTING CONCRETE WALKWAY (SEE NOTE 1)
ELEV. VARIES
(APR-MAY 2019)
EXISTING SURFACE
ARMOR STONE TOLERANCE TEMPLATE
ARMOR STONE DESIGN TEMPLATE
36 INCH PERPENDICULAR TOLERANCE
DISTANCE FROM JETTY CENTERLINE IN FEET
NEW STONE
NOT TO SCALE
DESIGN TEMPLATE
ARMOR STONE
ARMOR STONE
VOID IN EXISTING
ARMOR STONE
VOID IN EXISTING
NOT TO SCALE
EXISTING STONE TO BE REWORKED
UNTOUCHED EXISTING STONE
STONE PRIOR TO PLACEMENT STONE AFTER PLACEMENT AND REWORKING
#1
#2 #3
#4
#1
#2
#4
#3
TOLERANCE TEMPLATE
ARMOR STONE
DESIGN TEMPLATE
ARMOR STONE
TOLERANCE TEMPLATE
ARMOR STONE
#1
LEGEND
STONE PLACEMENT AND REWORKING OF EXISTING STONE
C-02
C
IV
IL
Y
P
IC
A L C
R O
S S S
E C
T
IO
N
STA SIDE SLOPE CREST WIDTH
1V:2H
ARMOR STONE TYPE
-P
E J R
-C
N .d g n
6+50 to 10+50 1V:2H 12
0+00 to 6+50
SHEET GENERAL NOTES
ARMOR STONE SIZE
4-8 TONS
10-14 TONS
ARMOR STONE B
ARMOR STONE A
CREST ELEV.
VARIES
VARIES
DESIGN PARAMETERS
JETTY
1V:2H.
3. EASTWARD SLOPE AT SEWARD END OF STRUCTURE IS ALSO
2. SEE SHEET C-01 FOR JETTY CREST ELEVATIONS.
"PROJECT DESCRIPTION" FOR FURTHER DETAILS.
THE CREST OF THE JETTY. SEE SECTION 01 11 00 PARAGRAPH
1. THERE IS AN EXISTING CONCRETE WALKWAY RUNNING ALONG
ARMOR STONE
VOID IN EXISTING
C-03
IV
IL
C R
O S
S S
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T
IO
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N .d g n
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D B
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D A
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D B
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D R
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B
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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
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IN
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R S
/2
/2
F
IL
E N
A M
E
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G D
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S O
U T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
W E
P -2
-B -0
S I
D
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
P
A U
S T
IN
P O
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V E
R G
L A
D E
S
B R
O W
A R
D C
O U
N T
Y F
L O
R
N E
V
E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
CROSS SECTION AT STA. 0+00
C-01
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
NORTH SOUTH
12'
ELEV. +7.4
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
+5
+5
+20
+10
+15
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 0+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 1+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 1+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 2+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 2+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
EXISTING CONCRETE WALKWAY
EXISTING NSWC BULKHEAD
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
(APR-MAY 2019)
EXISTING SURFACE
C-04
IV
IL
C R
O S
S S
E C
T
IO
-P
E J R
-C
N .d g n
S O
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D B
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D B
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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
O R
P S O
F E
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IN
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/2
F
IL
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A M
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D R
A W
IN
G D
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades South Jetty Rehab 2019\080 - Plans\05 Civil\C-04
S O
U T
H J
E T
T Y R
E H
A B
IL
IT
A T
IO
N
W E
P -2
-B -0
S I
D
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
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L Y
P
A U
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IN
P O
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V E
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L A
D E
S
B R
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A R
D C
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N T
Y F
L O
R
N E
V
E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
0 20 40 60-20-40-60
E L E
V A
T
IO
N I
N F
E E
T
(M
L L
W
NORTH SOUTH
12'
ELEV. +6.2
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
CROSS SECTION AT STA. 3+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 3+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 4+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 4+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 5+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 5+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
EXISTING CONCRETE WALKWAY
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
C-05
IV
IL
C R
O S
S S
E C
T
IO
-P
E J R
-C
N .d g n
S O
L
IC
IT
A T
IO
N N
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S
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D B
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D E
S C
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N
A
M A
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S
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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
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D R
A W
N B
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S
U E D
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B
C
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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
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S O
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0 20 40 60-20-40-60
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N I
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(M
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W
NORTH SOUTH
12'
ELEV. +6.6
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
CROSS SECTION AT STA. 6+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 6+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 7+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 7+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 8+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 8+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
EXISTING CONCRETE WALKWAY
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
C-06
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S O
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0 20 40 60-20-40-60
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0 20 40 60-20-40-60
E L E
V A
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N I
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E E
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(M
L L
W
NORTH SOUTH
12'
ELEV. +8.2
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
+5
+20
+15
+10
CROSS SECTION AT STA. 9+00
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 9+50
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
C-01
HORIZONTALVERTICAL
10' 20'010' 20'0
CROSS SECTION AT STA. 10+00
CROSS SECTION AT STA. 10+50
CROSS SECTION AT STA. 11+00
EXISTING CONCRETE WALKWAY
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
DISTANCE FROM JETTY CENTERLINE IN FEET
(APR-MAY 2019)
EXISTING SURFACE
SEAWARD SLOPE OF JETTY
BEYOND SEAWARD EXTENT OF JETTY
| G-01 |
| G-02 |
| G-03 |
| G-04 |
| G-05 |
| C-01 |
| C-02 |
| C-03 |
| C-04 |
| C-05 |
| C-06 |
File details come from the government source that posted it. Updated .