SLSJ_Plates_v4.1.pdf
PDF 2 MB Posted
- Attached to
- St. Lucie South Jetty Repair Industry Day
- Solicitation number
- W912EP27Z1CUE
About this file
This document is a set of permit plates (architectural/engineering drawings) for the St. Lucie Inlet South Jetty Rehabilitation project in Martin County, Florida, designed by the U.S. Army Corps of Engineers Jacksonville District.
The project involves comprehensive rehabilitation of the South Jetty structure spanning approximately 1,700 linear feet (from Station -3+00 to Station 14+00). Key rehabilitation activities include excavation and rework of existing jetty materials, installation of marine mattresses for foundation stabilization, placement of new armor stone (9-15 tons per stone) to achieve a crest elevation of approximately 11 feet NAVD88, and relocation of existing armor stone (6-10 tons per stone). The project also includes beach fill placement with a seaward edge of berm at elevation 7.5 feet and a 1-on-10 slope configuration. Construction will utilize upland and barge staging areas, with barge operations positioned within established limits offshore. Marine mattresses will extend a maximum offset of 55 feet from the centerline baseline for the jetty trunk and 85 feet for the jetty head. The plates indicate typical sections for the jetty trunk (between Stations 8+50 and 11+00), head section (between Stations 11+00 and 12+20), and fishing platforms. All coordinates are referenced to Florida East Zone State Plane (NAD83(2011)) and elevations to NAVD88. The drawings are dated June 23, 2026, and are marked "Not for Construction" as these are permit-stage documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Industry Day Project Narrative_SLSJ_20261015_FINAL.pdf | ||
| 00 10 00_Draft CLIN Schedule_SLSJ_20261014.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers ®
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
C . D
EA
N
AB
BR
EV
IA
TI
O
N S, A N
D S
H
EE
T
IN
D
EX
C O
VE
R
, L
EG
EN
D
, G
EN
ER
AL
N O
TE
S, PE
R
M
IT
P
LA
TE
P-01
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
PLATE INDEX
PLATE ID PLATE TITLE
P-01 COVER, LEGEND, GENERAL NOTES, ABBREVIATIONS, AND SHEET INDEX
P-02 PROJECT OVERVIEW
P-03 PROJECT LAYOUT
P-04 JETTY PLAN AND PROFILE BETWEEN STA. -3+00 AND 5+50
P-05 JETTY PLAN AND PROFILE BETWEEN STA. 5+50 AND 14+00
P-06 MARINE MATTRESS PLAN AND PROFILE
P-07 JETTY TYPICAL SECTIONS EXISTING CONDITIONS
P-08 JETTY TYPICAL SECTIONS EXCAVATION AND REWORK
P-09 JETTY TYPICAL SECTIONS MARINE MATTRESS INSTALLATION
P-10 JETTY TYPICAL SECTIONS ARMOR STONE INSTALLATION
P-11 BEACH FILL PLAN
P-12 BEACH FILL TYPICAL PROFILE
GENERAL NOTES
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS
OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN
THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN
DATUM OF 1983 (NAD83(2011)).
3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN BELOW THE REFERENCED DATUM ARE ASSIGNED THE MINUS SYMBOL (-).
4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET.
5. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS. AERIAL IMAGERY FROM BING WITHIN AUTOCAD. DATE OF AERIAL IMAGERY UNKNOWN.
LEGEND - GEOTECHNICAL
LEGEND
SLOPE INDICATOR
COASTLINE
STAGING AREA
EXISTING GRADE
ELEVATION
FEDERAL CHANNEL
FDEP RANGE MONUMENT
OUTSTANDING FLORIDA WATERS (OFW)
EXISTING ARMOR STONE
RELOCATED EXISTING ARMOR STONE
NEW ARMOR STONE
EXISTING CORE STONE
EXISTING FOUNDATION STONE
MARINE MATTRESS
UNCLASSIFIED EXCAVATION
BACKFILL / BEACH FILL
ASPHALT
MANGROVE
HARDBOTTOM
6.4
TERMS AND ABBREVIATIONS
APPROX.
BLVD
CBL
ELEV.
FDEP
JBJI
NAVD88
NAD83
NO.
OFW
PI
STA.
TOL
TYP.
USACE
APPROXIMATELY
BOULEVARD
CONSTRUCTION BASELINE
ELEVATION
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
JENSEN BEACH JUPITER INLET AQUATIC PRESERVE
NORTH AMERICAN VERTICAL DATUM OF 1988
NORTH AMERICAN DATUM OF 1983
NUMBER
OUTSTANDING FLORIDA WATERS
POINT OF INTERSECTION
STATION
TOLERANCE
TYPICAL
UNITED STATES ARMY CORPS OF ENGINEERS
CB-JH99-22
CORE BORING IDENTIFIER
WP-JH99-22
WASH PROBE WITH REFUSAL IDENTIFIER
WP-JH99-22
WASH PROBE NO REFUSAL IDENTIFIER
ST. LUCIE INLET
SOUTH JETTY REHABILITATION
MARTIN COUNTY, FLORIDA
Jacksonville District
ACCESS ROUTE
Y=1,025,000
Y=1,030,000
Y=1,035,000
Y=1,040,000
X=
5, X=
0, X=
5, X=
0, X=
5, ST. LUCIE INLET
IN
D
IA
N
R
IVER
INTRACOASTAL
W
ATERW
AY
STATE OF FLORIDA
MARTIN COUNTY
ATLANTIC OCEAN
SAILFISH
POINT
JUPITER ISLAND
SOUTH JETTY
NORTH JETTY
BREAKWATER
ST. LUCIE INLET PRESERVE STATE PARK
OUTSTANDING FLORIDA WATERS (OFW)
HUTCHINSO
N ISLAND
JENSEN BEACH TO JUPITER INLET
AQUATIC PRESERVE (JBJI)
ST
A.
+0
ST
A.
2+
PROJECT
LIMITS
ST. LUCIE INLET
PRESERVE STATE PARK
R-031
R-032
R-033
R-034
R-035
R-036
R-037
R-038
R-039
R-040
R-041
R-042
R-045
R-046
R-047
R-048
R-049
R-050
R-051
R-052
FEDERAL CHANNEL
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
PR
O
JE
C
T O
VE
R
VI
EW
PE
R
M
IT
P
LA
TE
P-02
GULF OF AMERICA
TALLAHASSEE
PENSACOLA
JACKSONVILLE
ORLANDO
FT. MYERS
MIAMI
TAMPA
KEY WEST
N.T.S.
LOCATION
OF WORK
CANAVERAL
ST LUCIE
ST AUGUSTINE
GAINESVILLE
FLORIDA
WEST PALM
BEACH
FT. LAUDERDALE
ATLANTIC O
CEAN
N
LAKE
OKEECHOBEE
LOCATION MAP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
PROJECT OVERVIEW
N
1000' 2000'0
Y=1,028,000
Y=1,029,000
Y=1,030,000
Y=1,031,000
X=
8, X=
9, X=
0, X=
5, X=
6, X=
7, FEDERAL CHANNEL
ST. LUCIE INLET
PRESERVE STATE PARK
OUTSTANDING FLORIDA
WATERS (OFW)
JENSEN BEACH TO JUPITER INLET
AQUATIC PRESERVE (JBJI)
MANGROVE, TYP.
(2023 SURVEY)
POTENTIAL SPARSE SEAGRASS BETWEEN
STAGING AREA AND SHORELINE
(FIELD VERIFIED MARCH 2021)
SEE NOTE 3
HARDBOTTOM
(2023 SURVEY)
SETTLING BASIN
14+00
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
4+00
5+00 6+00 7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
JUPITER ISLAND
ST. LUCIE INLET
ATLANTIC OCEAN
HUTCHINSON ISLAND
ST. LUCIE INLET PRESERVE STATE PARK
HOLE IN THE WALL
WEST STAGING AREA
EAST STAGING AREA
SEE NOTE 2
UPLAND ACCESS ROUTE
MIN 25' WIDE
MAX 50' WIDE
EAST ACCESS ROUTE
TRESTLE ACCESS ROUTE
SOUTH ACCESS ROUTE
APPROX. 150' X 580'
SEE NOTE 1
1 2
BARGE STAGING AREA
BARGE STAGING AREA LIMITS
POINT
EASTING
924,962.84
926,544.31
927,488.07
927,487.57
927,020.55
926,782.20
926,134.30
925,200.26
924,962.84
NORTHING
1,029,830.03
1,029,814.92
1,030,007.56
1,029,844.20
1,029,678.37
1,029,539.18
1,029,357.01
1,029,284.38
1,029,298.91
APPROX. LIMITS OF
TEMPORARY COFFERDAM
SEE P-04 FOR UPLAND
ACCESS ROUTE
IMPROVEMENT
CORRIDOR LIMITS
CBL
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
PR
O
JE
C
T
LA
YO
U
T
PE
R
M
IT
P
LA
TE
P-03
PROJECT LAYOUT
N
200' 400'0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. CLEARED PATH BETWEEN 25 AND 50 FEET WIDE FROM
THE UPLAND ACCESS ROUTE TO THE BEACH WITHIN THE
SOUTH ACCESS ROUTE.
2. PLACE EXCAVATED MATERIAL WITHIN EAST STAGING
AREA LIMITS AT ELEVATION AND GRADES SHOWN ON THE
TYPICAL BEACH PROFILE SHOWN ON P-12.
3. NO SPUDDING OR ANCHORING IN AREA BETWEEN BARGE
STAGING AREA AND SHORELINE.
M A
TC
H
LI
N
E
SH
EE
T
P-
S
TA
. 5 +5
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
4+00
5+00
Y=1,030,000
X=928,500
X=929,000
X=929,500
NO JETTY REHABILITATION ON THIS SHEET
WP-SLSJ22-6WP-SLSJ22-7WP-SLSJ22-8
WP-SLSJ22-9
WP-SLSJ22-10
CB-SLSJ22-2
SOUTH JETTY
ST. LUCIE INLET
JUPITER ISLAND
ST. LUCIE INLET PRESERVE STATE PARK
MANGROVE, TYP.
A1
A2
A3
A4
A5
A6
A7
A8
ACCESS IMPROVEMENT
CORRIDOR LIMITS
SEE NOTE 1
ACCESS IMPROVEMENT
CORRIDOR LIMITS
POINT
A1
A2
A3
A4
A5
A6
A7
A8
EASTING
928,876.45
928,867.39
928,662.89
928,648.84
928,562.50
928,499.64
928,489.16
928,613.06
NORTHING
1,029,676.13
1,029,632.89
1,029,729.20
1,029,683.13
1,029,795.07
1,029,755.21
1,029,696.79
1,029,691.45
GRADE AS NEEDED
CBL
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
STATION
-20
-10
-20
-10
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 5+50
EXISTING GRADE
EXISTING JETTY CREST
ELEV. APPROXIMATELY 5.5'
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
JE
TT
Y R
EH
AB
IL
IT
AT
IO
N B
ET
W
EE
N
S
TA
3+
A
N D
+5
PL
AN
A
N D
P R
O
FI
LE
PE
R M
IT
P
LA
TE
P-04
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
JETTY REHABILITATION PROFILE VIEW
JETTY REHABILITATION PLAN VIEW
50' 100'0
N
0 50' 100'
HORIZONTAL
VERTICAL
10' 20'
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. IMPROVEMENTS WITHIN THE ACCESS IMPROVEMENT
CORRIDOR MAY INCLUDE SAND PLACEMENT, REGRADING, OR
BANK STABILIZATION, AS NEEDED.
WP-SLSJ22-1
WP-SLSJ22-2
WP-SLSJ22-3WP-SLSJ22-4
WP-SLSJ22-5
CB-SLSJ22-1
14+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
M A
TC
H
LI
N
E
SH
EE
T
P-
S
TA
. 5 +5
X=929,500
Y=1,029,500
X=930,000
X=930,500
APPROX. OUTER EXTENT
OF ALLOWABLE EXCAVATION
JETTY CREST
APPROX. TOE OF ARMOR STONE
Y=1,029,000
ATLANTIC OCEAN
JUPITER ISLAND
WESTERN LIMIT OF
PLACEMENT
SOUTH JETTY
ST. LUCIE INLET PRESERVE STATE PARK
TAPER ARMOR
CREST ELEV.
TO EXISTING
APPROX. ARMOR CREST ELEV. 11'
TRUNK HEAD
STA. 8+00 STA. 11+00 STA. 12+90
FISHING PLATFORM, TYP.
MANGROVE, TYP.
SLOPE ARMOR
TO EXISTING GRADE
STA. 8+00 STA. 12+28 STA. 12+90STA. 8+50
TOE BERM
ST. LUCIE INLET
CBL
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
STATION
-20
-10
-20
-10
5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
EXISTING GRADE
APPROX. ARMOR
CREST ELEV. 11'
EXISTING JETTY CREST
ELEV. APPROXIMATELY 5.5'
APPROX.
OUTER EXTENT
OF ALLOWABLE
EXCAVATION
TAPER ARMOR
CREST ELEV.
TO EXISTING
APPROX. ARMOR CREST ELEV. 11'
SLOPE ARMOR
TO EXISTING GRADE
STA. 8+00 STA. 12+28 STA. 12+90STA. 8+50
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
JE
TT
Y R
EH
AB
IL
IT
AT
IO
N B
ET
W
EE
N
S
TA
. 5 +5
AN
D
4+
PL
AN
A N
D P
R O
FI
LE
PE
R
M
IT
P
LA
TE
P-05
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
JETTY REHABILITATION PROFILE VIEW
JETTY REHABILITATION PLAN VIEW
50' 100'0
N
0 50' 100'
HORIZONTAL
VERTICAL
10' 20'
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
X=929,500
Y=1,029,500
X=930,500
14+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
X=930,000
ATLANTIC OCEAN
JUPITER ISLAND
SOUTH JETTY
ST. LUCIE INLET PRESERVE STATE PARK
TRUNK HEAD
STA. 8+00 STA. 11+00 STA. 12+90
FISHING PLATFORM, TYP.
MANGROVE, TYP.
APPROX. MARINE
MATTRESS LOCATIONS
APPROX. OUTER EXTENT
OF MARINE MATTRESSES.
MAX OFFSET 85' FROM
CBL FOR JETTY HEAD.
APPROX. OUTER EXTENT
OF MARINE MATTRESS.
MAX OFFSET 55' FROM
CBL FOR JETTY TRUNK.
ST. LUCIE INLET
CBL
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
STATION
-20
-10
-20
-10
5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
APPROX. MARINE MATTRESS
ELEVATION ON SOUTH BEACH SIDE
EXISTING JETTY CREST
ELEV. APPROXIMATELY 5.5'
APPROX.
OUTER EXTENT
OF ALLOWABLE
EXCAVATION
EXISTING GRADE
APPROX. MARINE MATTRESS
ELEVATION ON NORTH INLET SIDE
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
M
AR
IN
E
M
AT
TR
ES
S
LA
YO
U
T
PL
AN
A
N D
P R
O
FI
LE
PE
R M
IT
P
LA
TE
P-06
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
MARINE MATTRESS ELEVATION PROFILE
MARINE MATTRESS LAYOUT PLAN
50' 100'0
N
0 50' 100'
HORIZONTAL
VERTICAL
10' 20'
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100
NORTH
INLET SIDE
SOUTH
BEACH SIDE
EXISTING GRADE
HISTORICAL DESIGN
ARMOR TEMPLATE
EXISTING ARMOR STONE
(6 - 10 TONS)
EXISTING CORE
(800 - 1600 LBS)
EXISTING
FOUNDATION STONE
(1" - 12" DIA.)
10'
10'
EXISTING ASPHALT WALKWAY
(THICKNESS VARIES)
EXISTING CHINKING STONE AND
ASPHALTIC CONCRETE GROUT
(CONDITION VARIES)2
TRUNK TYPICAL SECTION BETWEEN STA. 8+50 AND 11+00A-1
NORTH
INLET SIDE
SOUTH
BEACH SIDE
10'
25'
FISHING PLATFORMS TYPICAL SECTION (STA. VARIES)B-1
NORTH
INLET SIDE
SOUTH
BEACH SIDE
EXISTING GRADE
10'
10'
HEAD TYPICAL SECTION BETWEEN STA. 11+00 AND 12+20C-1
EXISTING GRADE
HISTORICAL DESIGN
CORE TEMPLATE
0 15' 30'
0 15' 30'
0 15' 30'
HISTORICAL DESIGN
ARMOR TEMPLATE
EXISTING ARMOR STONE
(6 - 10 TONS)
EXISTING CORE
(800 - 1600 LBS)
EXISTING
FOUNDATION STONE
(1" - 12" DIA.)
EXISTING ASPHALT WALKWAY
(THICKNESS VARIES)
EXISTING CHINKING STONE AND
ASPHALTIC CONCRETE GROUT
(CONDITION VARIES)
HISTORICAL DESIGN
CORE TEMPLATE
HISTORICAL DESIGN
ARMOR TEMPLATE
EXISTING ARMOR STONE
(6 - 10 TONS)
EXISTING CORE
(800 - 1600 LBS)
EXISTING
FOUNDATION STONE
(1" - 12" DIA.)
EXISTING ASPHALT WALKWAY
MAY BE WASHED AWAY
EXISTING CHINKING STONE AND
ASPHALTIC CONCRETE GROUT
(CONDITION VARIES)
HISTORICAL DESIGN
CORE TEMPLATE
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
C . D
EA
N
C . D
EA
N
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
JE
TT
Y
TY
PI
C
AL
S
EC
TI
O
N S
PE
R
M
IT
P
LA
TE
P-07
JETTY TYPICAL SECTIONS EXISTING CONDITIONS
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. CONSTRUCTION TOLERANCES NOT SHOWN FOR CLARITY.
2. ALL DIMENSIONS ARE APPROXIMATE.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100
NORTH
INLET SIDE
SOUTH
BEACH SIDE
EXISTING GRADE
UNCLASSIFIED
EXCAVATION
SEE NOTE 3
EXISTING ARMOR STONE
TO BE USED FOR REWORK
REMOVE AND DISPOSE OF ASPHALT WALKWAY
NORTH
INLET SIDE
SOUTH
BEACH SIDE
UNCLASSIFIED
EXCAVATION
SEE NOTE 3
EXISTING GRADE
REMOVE AND DISPOSE OF ASPHALT WALKWAY
NORTH
INLET SIDE
SOUTH
BEACH SIDE
EXISTING ARMOR STONE
TO BE USED FOR REWORK
EXISTING GRADE
UNCLASSIFIED
EXCAVATION
SEE NOTE 3 REMOVE AND DISPOSE OF ASPHALT WALKWAY
EXISTING ARMOR STONE
TO BE USED FOR REWORK
0 15' 30'
0 15' 30'
0 15' 30'
BOTTOM OF EXCAVATION, TYP.
SEE NOTE 4
BOTTOM OF EXCAVATION
SEE NOTE 4
BOTTOM OF EXCAVATION
SEE NOTE 4
TRUNK TYPICAL SECTION BETWEEN STA. 8+50 AND 11+00A-2
FISHING PLATFORMS TYPICAL SECTION (STA. VARIES)B-2
HEAD TYPICAL SECTION BETWEEN STA. 11+00 AND 12+20C-2
EXISTING CORE STONE AND
ARMOR STONE BELOW
EXCAVATION TO REMAIN
EXISTING CORE STONE AND
ARMOR STONE BELOW
EXCAVATION TO REMAIN
EXISTING CORE STONE AND
ARMOR STONE BELOW
EXCAVATION TO REMAIN
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
C . D
EA
N
C . D
EA
N
EX
C
AV
AT
IO
N
A N
D R
EW
O
R K
JE
TT
Y
TY
PI
C
AL
S
EC
TI
O N
S
PE
R M
IT
P
LA
TE
P-08
JETTY TYPICAL SECTIONS EXCAVATION AND REWORK
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. CONSTRUCTION TOLERANCES NOT SHOWN FOR CLARITY.
2. ALL DIMENSIONS ARE APPROXIMATE.
3. UNCLASSIFIED EXCAVATION INCLUDES SAND, RUBBLE, AND
EXISTING STONE WITHIN THE EXCAVATION TEMPLATE. STONE
WILL BE EVALUATED FOR ACCEPTABILITY AND REWORKED IF
ACCEPTABLE.
4. BOTTOM OF EXCAVATION ELEVATION IS DETERMINED BY THE
MARINE MATTRESS PLACEMENT ELEVATION. SEE P-06.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100
NORTH
INLET SIDE
SOUTH
BEACH SIDE
EXISTING GRADE
MARINE MATTRESS,
SEE NOTE 3
16'
16'
5'
MIN.
2'
MIN.,
ARMOR STONE TEMPLATE
CREST ELEV. = 11'
NORTH
INLET SIDE
SOUTH
BEACH SIDE
MARINE MATTRESS,
SEE NOTE 3
5'
MIN.
ARMOR STONE TEMPLATE
CREST ELEV. = 11'
16'
16'
5'
MIN.
5'
MIN.
NORTH
INLET SIDE
SOUTH
BEACH SIDE
ARMOR STONE TEMPLATE
CREST ELEV. = 11'
16'
16'
16'
0 15' 30'
0 15' 30'
0 15' 30'
MINIMUM REQUIRED
CORE STONE TEMPLATE
MINIMUM REQUIRED
CORE STONE TEMPLATE
MINIMUM REQUIRED
CORE STONE TEMPLATE
POST-EXCAVATION
GRADE
EXISTING GRADE
POST-EXCAVATION
GRADE
POST-EXCAVATION
GRADE
MARINE MATTRESS,
SEE NOTE 3
TRUNK TYPICAL SECTION BETWEEN STA. 8+50 AND 11+00A-3
FISHING PLATFORMS TYPICAL SECTION (STA. VARIES)B-3
HEAD TYPICAL SECTION BETWEEN STA. 11+00 AND 12+20C-3
2'
MIN.
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
C . D
EA
N
C . D
EA
N
M
AR
IN
E
M
AT
TR
ES
S
IN
ST
AL
LA
TI
O N
JE
TT
Y
TY
PI
C
AL
S
EC
TI
O N
S
PE
R M
IT
P
LA
TE
P-09
JETTY TYPICAL SECTIONS MARINE MATTRESS INSTALLATION
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. CONSTRUCTION TOLERANCES NOT SHOWN FOR CLARITY.
2. ALL DIMENSIONS ARE APPROXIMATE.
3. MARINE MATTRESS PLACEMENT ELEVATION SHOWN ON P-06.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
DISTANCE FROM CBL (FEET)
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100
NORTH
INLET SIDE
SOUTH
BEACH SIDE
ARMOR STONE TEMPLATE
CREST ELEV. = 11'
MARINE MATTRESS,
SEE NOTE 3
16'
16'
PLACED NEW
ARMOR STONE
(9 - 15 TONS)
NORTH
INLET SIDE
SOUTH
BEACH SIDE
MARINE MATTRESS,
SEE NOTE 3
5'
MIN.
2'
MIN.
ARMOR STONE TEMPLATE
CREST ELEV. = 11'16'
16'
PLACED NEW
ARMOR STONE
(9 - 15 TONS)
16'
16'
5'
MIN.
5'
MIN.
NORTH
INLET SIDE
SOUTH
BEACH SIDE
ARMOR STONE TEMPLATE
CREST ELEV. = 11'
PLACED NEW ARMOR
STONE (9 - 15 TONS)
16'
MARINE MATTRESS,
SEE NOTE 3
BACKFILL
BACKFILL
BACKFILL
0 15' 30'
0 15' 30'
0 15' 30'
RELOCATED EXISTING ARMOR
STONE (6 - 10 TONS)
RELOCATED EXISTING
ARMOR STONE (6 - 10 TONS)
RELOCATED EXISTING
ARMOR STONE
(6 - 10 TONS)
EXISTING GRADE
POST-BACKFILL GRADE,
SEE NOTE 4
POST-BACKFILL GRADE,
SEE NOTE 4
POST-BACKFILL GRADE,
SEE NOTE 4
POST-EXCAVATION
GRADE
POST-EXCAVATION
GRADE
5'
MIN.
2'
MIN.
POST-EXCAVATION
GRADE
MINIMUM REQUIRED
CORE STONE TEMPLATE
MINIMUM REQUIRED
CORE STONE TEMPLATE
MINIMUM REQUIRED
CORE STONE TEMPLATE
TRUNK TYPICAL SECTION BETWEEN STA. 8+50 AND 11+00A-4
FISHING PLATFORMS TYPICAL SECTION (STA. VARIES)B-4
HEAD TYPICAL SECTION BETWEEN STA. 11+00 AND 12+20C-4
EXISTING GRADE
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
C . D
EA
N
C . D
EA
N
AR
M
O R
S
TO
N E
IN
ST
AL
LA
TI
O
N
JE
TT
Y
TY
PI
C
AL
S
EC
TI
O
N S
PE
R
M
IT
P
LA
TE
P-10
JETTY TYPICAL SECTIONS ARMOR STONE INSTALLATION
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. CONSTRUCTION TOLERANCES NOT SHOWN FOR CLARITY.
2. ALL DIMENSIONS ARE APPROXIMATE.
3. MARINE MATTRESS PLACEMENT ELEVATION SHOWN ON P-06.
4. BACKFILL ACCORDING TO BEACH FILL LIMITS AND PROFILE ON
P-11 AND P-12.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
WP-SLSJ22-1
WP-SLSJ22-2
WP-SLSJ22-3WP-SLSJ22-4
WP-SLSJ22-5
CB-SLSJ22-1
14+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
M A
TC
H
LI
N
E
SH
EE
T
P-
S
TA
. 5 +5
X=929,500
Y=1,029,500
X=930,000
X=930,500
Y=1,029,000
ATLANTIC OCEAN
JUPITER ISLAND
SOUTH JETTY
ST. LUCIE INLET PRESERVE STATE PARK
FISHING PLATFORM, TYP.
MANGROVE, TYP.
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
BEACH PLACEMENT BASELINE
SEAWARD EDGE OF BERM
APPROXIMATE TOE OF FILL
BEACH PLACEMENT LIMITS
1 ON 10
CBL
ST. LUCIE INLET
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
J.
M
AT
TI
SO
N
K.
B
AR
R
Y
BE
AC
H F
IL
L
PL
AN
PE
R
M
IT
P
LA
TE
P-11
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
BEACH FILL PLAN
N
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
50' 100'0
EL
EV
AT
IO
N (F
EE
T, N
AV
D
EL
EV
AT
IO
N (F
EE
T, N
AV
D
OFFSHORE DISTANCE FROM BEACH PLACEMENT BASELINE (FEET)
-20
-10
-20
-10
0100200300 0 100 200 300 400 500-
BERM WIDTH VARIES
EXISTING GRADE
SEAWARD EDGE OF BERM
ELEV. 7.5'
BACKFILL / BEACH FILL
BEACH FILL TYPICAL PROFILE
JU
N
E
, 2
_S
LS
J2
6_ P-
.D
W G
P.
S
N
YD
ER
C . D
EA
N
C . D
EA
N
TY
PI
C
AL
P R
O
FI
LE
BE
AC
H
F
IL
L
PE
R M
IT
P
LA
TE
P-12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
TE
C
H N
IC
AL
L
EA
D
D
AT
E
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
PLATE NO.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
C
KS
O
N
VI
LL
E
D
IS
TR
IC
T
SA
N M
AR
C
O B
LV
D
JA
C
KS
O
N
VI
LL
E, F L
PL
O
T D
AT
E:
FI
LE
N
AM
E:
AN
SI
B
ST
. L
U C
IE
IN
LE
T
SO
U
TH
J
ET
TY
R
EH
AB
IL
IT
AT
IO
N
M
AR
TI
N C
O U
N
TY
, F L
K.
B
AR
R
Y
PE
R M
IT
P
LA
TE
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
BEACH FILL TYPICAL PROFILE
L:
\E
N C
O M
M O
N \P
R O
JE
C
TS
\N
AV
IG
AT
IO
N \S
T
LU
C
IE
IN
LE
T_
\0
_P
ER
M
IT
TI
N
G _A
N D
_E N
VI
R
O N
M
EN
TA
L\
PE
R
M
IT
\2
SO
U
TH
J
ET
TY
\0
1_
PL
AT
ES
\0
_S H
EE
T_
M O
D
EL
S\
_S
LS
J2 6_
P-
.D W
G
AE
C _B
&W .S
TB
D
EA
N
, C
AM
D
EN
N C
IV
U
SA
R
M Y
C
ES
AJ
(U
SA
GENERAL SHEET NOTES
1. NATIVE DUNE VEGETATION WITHIN THE BEACH PLACEMENT
LIMITS WILL BE CLEARED AND/OR COVERED FOR
CONSTRUCTION ACCESS AND STAGING AND RESTORED UPON
COMPLETION.
NOT TO SCALE
| Sheets and Views |
| P-01 COVER AND SHEET INDEX |
| P-02 PROJECT OVERVIEW |
| P-03 PROJECT LAYOUT |
| P-04 JETTY REHABILITATION BETWEEN STA. -3+00 AND 5+50 |
| P-05 JETTY REHABILITATION BETWEEN STA. 5+50 AND 14+00 |
| P-06 MARINE MATTRESS LAYOUT |
| P-07 EXISTING CONDITIONS |
| P-08 EXCAVATION AND REWORK |
| P-09 MARINE MATTRESS INSTALLATION |
| P-10 ARMOR STONE INSTALLATION |
| P-11 BEACH FILL PLAN |
| P-12 BEACH FILL TYPICAL PROFILE |
File details come from the government source that posted it. Updated .