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26.2
26.1
26.1
26.1
26.0
25.9
25.5
25.2 25.2
24.9
24.9
23.4
23.4
23.2
22.8
22.4
22.4
22.1
21.4
21.3
21.3
21.2
21.1
20.6
20.5
20.3
20.1
19.7
19.5
19.4
19.3
18.9
18.7
18.7
18.6
18.2
18.1
17.6
17.4
17.3
17.1
17.0
16.7 16.1
16.1
16.1
16.0 15.6
15.5
15.5
15.3
15.2
15.1
14.9
14.8
14.3
14.3
13.9
13.6
13.0
12.7
12.6
12.5
12.5
11.9
11.6 11.4
11.4
10.9
10.8
10.6
10.5
10.3
10.3
10.2
9.9
9.8
9.8
9.7
9.5
9.5
9.4
9.3
9.2
9.2
8.8
8.7
8.7
8.6
8.5
8.5
8.4
8.4
8.3
8.2
8.2
8.2
8.2
8.2
8.2
7.8
7.8
7.7
7.6
7.6
7.5
7.3
7.3
7.3
7.1
7.1
7.0
6.7
6.7
6.6
6.5
6.5
6.3
6.2
5.9
5.8
5.8
5.8
5.5
4.8
4.7
4.5
4.3
3.9
3.7
3.5
3.4
2.8
2.8
2.8
2.8
2.7 2.6
2.3
2.1
2.0
2.0 2.0
1.9
1.8
1.8
1.7
1.6
1.6
1.6
1.6
0.9
0.8
0.6
E N
D
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
0.2
0.1
ECL & CBL
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL (TYP)
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -6
T
O R -6
C-09
200'100'0100'
GRAPHIC SCALE
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTE:
N
M A
T C
H L
IN
E S
T A
C B
L
M A
T C
H L
IN
E S
T A
C B
L
A T L A N T I C O C E A N
1ST ST. S.
JACKSONVILLE BEACH
B E
A C
H B
L V
D
1ST ST. N.
S
T A
V E S
R
D A
V E S
-D
C B
R -C
N p ln .d g n
B E
G
IN
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
0.0
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
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
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 of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
A S S
H O
W N
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
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y
N /A
D E
C E
M B
E R
M .R .2
C O
R P
S O
F E
N G
IN
E E
R S p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F
Y \0
P la n s \0
C iv il \C -0
D R
A W
IN
G D
A T
E
$STAMP$
A p r
B E
A C
H R
E N
O U
R
IS
H M
E N
T
D U
V A
L C
O U
N T
Y F
L
M .P .N
J .E .B
G R
O U
P -1
-R -J
+0.1
+0.3
+0.4
+0.5
+0.5
+0.7
+1.0.
+1.1
+1.1
+1.7
+1.8
+1.8
+2.5
+2.7
+2.9
+3.6 o n o n
+3.9
+4.9
+5.1
+5.3
+6.5
+6.7
+7.4
+7.4
145 F T.
155 F T.
+9.4
+9.7
X=533,500
X=534,000
X=534,500
Y ,1
,0
Y ,1
,5
Y ,1
,0
Y ,1
,5
+10.1
+10.2
+10.9
+11.0
+11.1
+11.4
+11.6
+12.2
+13.7
+13.7
+14.0
+14.5
TOE OF FILL
APPROXIMATE
+15.7
+17.4
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-66
R-67
R-68
26.6
25.4
24.9
24.4
23.8
23.8
23.2
22.8
22.8 22.8
22.5
22.3
22.0
21.7
21.5
21.0
20.9
20.5 20.3
20.3
20.2
20.2 19.9
19.7
19.4
19.0
18.7
18.1
18.1
17.7
16.9
16.8
16.8
16.7 16.4
15.9
15.5
15.4
14.9
14.6
14.2
13.7
13.3
13.0
12.8
11.8
11.7
11.5
11.5
11.1 o n o n
10.8
10.7
10.7
10.3
10.3
10.3
10.2
10.1
9.9 9.9
9.7
9.7
9.5
9.4
9.3
9.3
9.2
9.0
8.8 8.6
8.6
8.4
8.3
-8.1
8.0
7.8
7.6
7.1
7.0
6.9
6.9
6.4
6.3
5.8
5.3
5.3
4.8
4.3
4.3
3.7
3.4
3.3
3.0
2.7
2.5
2.5
2.2
2.1
2.0
2.0
2.0
2.0
1.9
1.7
0.8
0.7
ECL & CBL
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL (TYP)
P851
P850
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -6
T
O R -7
C-10
200'100'0100'
GRAPHIC SCALE
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTE:
N
M A
T C
H L
IN
E S
T A
C B
L
M A
T C
H L
IN
E S
T A
C B
L
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,5
X=535,000
X=534,500
X=534,000
A T L A N T I C O C E A N
1ST ST. S
X=533,500
JACKSONVILLE BEACH
T
H A
V E S
T
H A
V E S
T
H A
V E S
-D
C B
R -C
N p ln .d g n
T
H A
V E S
T
H A
V E S
T
H A
V E S
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
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
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 of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
A S S
H O
W N
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
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y
N /A
D E
C E
M B
E R
M .R .2
C O
R P
S O
F E
N G
IN
E E
R S p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F
Y \0
P la n s \0
C iv il \C -1
D R
A W
IN
G D
A T
E
$STAMP$
A p r
B E
A C
H R
E N
O U
R
IS
H M
E N
T
D U
V A
L C
O U
N T
Y F
L
M .P .N
J .E .B
G R
O U
P -1
-R -J
+0.3
+0.4
+0.7
+0.8
+0.9
+0.9
+1.4
+1.7
+2.2
+2.6
+3.1
+3.7
+4.4
+5.5
+6.1
+8.1
+8.1
+9.3
+9.6
+10.4
+10.8
+11.2 145 F
T.
+11.4
+12.4
+12.6
+12.8
+13.4
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-69
R-70
29.0
28.9
28.1
28.0
27.9
27.6
27.3
27.1
27.0
26.3
26.3
25.8
25.6
25.4
25.3
25.0
24.6
24.6
24.1
24.0
23.8
23.6
23.6
23.5
23.3
23.1
22.8
22.6
22.6
22.2
21.7
21.6
21.3
21.3
21.3
20.7
20.6
20.5
20.0
20.1
19.8
19.5
19.3
19.3
19.2
18.6
18.6
18.4
18.0
18.0
17.8
17.6
17.1 17.1
17.1
16.9
16.6
15.8
15.9
15.5
15.2
14.9
14.7
14.2
14.1
14.1
14.0
13.6
13.5
12.7
12.5
11.811.8
11.7
11.5
11.3
11.2
10.8 o n o n
10.7
10.6
10.6
10.5
10.4
10.3
9.9
9.9
9.9 9.8
9.8
9.6
9.6
9.5
9.5
9.5
9.5
9.2
9.1
9.0
8.8
8.7
8.7
8.5
8.5
8.3
8.0
7.9
7.9
7.8
7.8
7.6
7.6
7.5
7.4
7.3
7.0
7.0
6.9
6.8
6.4
6.3
6.3
6.3
6.3
6.1
5.9
5.9
5.6
5.5
5.3
4.5
4.3
3.9
3.6
3.6
3.5
3.0
3.0
2.8
2.4
2.3
2.1
1.8
1.8
1.8
1.7
1.5
1.3
1.2
1.2
1.0
1.0
0.8
0.7
0.7
0.7
0.5
0.1
ECL & CBL
ECL
CBL
STAGING/ACCESS AREA (SEE NOTE 2)
16TH AVE SOUTH
P848
P847
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -7
T
O R -7
C-11
200'100'0100'
GRAPHIC SCALE
N
M A
T C
H L
IN
E S
T A
C B
L
Y ,1
,0
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,0
X=535,000
X=534,500
A T L A N T I C O C E A N
D A
V
IS
S
T
X=534,000
X=535,500
JACKSONVILLE BEACH
OCEAN DR.
1ST ST. S.
T
H A
V E S
2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
M A
T C
H L
IN
E S
T A
C B
L
NOTES:
-D
C B
R -C
N p ln .d g n
1ST ST. S
0 7
0 7
0.0
0.0
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
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
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 of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
A S S
H O
W N
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
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y
N /A
D E
C E
M B
E R
M .R .2
C O
R P
S O
F E
N G
IN
E E
R S p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F
Y \0
P la n s \0
C iv il \C -1
D R
A W
IN
G D
A T
E
$STAMP$
A p r
B E
A C
H R
E N
O U
R
IS
H M
E N
T
D U
V A
L C
O U
N T
Y F
L
M .P .N
J .E .B
G R
O U
P -1
-R -J
+0.3
+0.4
+0.4
+0.6
+0.7
+0.8
+1.1
+1.1
+1.3
+1.7
+1.9
+2.0
+2.3
+2.8
+3.2
+3.2
+4.0
+4.2
+5.1
+5.1
+6.2
+7.7
+8.0
+8.7
+8.8
+9.0
FT.
+9.1
+9.2
+9.2
+9.3 +9.6
+9.9
+9.9
+10.4
+10.4
+10.6
+10.8
+11.0
+13.5
+14.3
TOE OF FILL
APPROXIMATE
+15.1
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-71
R-72
R-73
28.9
28.3 28.0
27.3
26.8
26.6
26.1
25.6
25.0
25.1
24.4
24.4
24.1
23.0
22.8
22.4
22.3
21.8
21.6
20.9
20.6
20.0
20.0 20.0
19.8
19.5
19.4
18.8
17.7
17.6
17.2
16.8
16.6 16.3
16.0
15.6
15.4 15.2
14.9
13.9
13.8
13.7
12.6
12.5 12.4
11.9
11.6
11.4
11.1
10.9 o n o n
10.7
10.7
10.7
10.6
10.5
10.4
10.1
10.0
9.7
9.5
9.5
9.4 9.4
9.2
8.9
8.9 8.8
8.5
8.5
8.2
7.9
7.9
7.9
8.0
7.6
7.5
7.4
7.3
7.1
7.1
7.0
6.7
6.5
6.4
6.4
6.4
6.1
6.1
4.7
4.4
3.9
3.6
3.4
2.9
2.8
2.7
2.4
2.3
2.0
1.9
1.8
1.8
1.6
1.2
0.5
0.4
ECL & CBL
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL (TYP)
P846
P845
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -7
T
O R -7
C-12
200'100'0100'
GRAPHIC SCALE
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTE:
N
M A
T C
H L
IN
E S
T A
C B
L
M A
T C
H L
IN
E S
T A
C B
L
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,0
Y ,1
,5
X=536,000
X=535,500
X=535,000
A T L A N T I C O C E A N
X=534,500
JACKSONVILLE BEACH
OCEAN DR. S.
N D A
V E S
T
H A
V E S
1ST ST. S.
T
H A
V E S
-D
C B
R -C
N p ln .d g n
0.0
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
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
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 of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
A S S
H O
W N
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
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y
N /A
D E
C E
M B
E R
M .R .2
C O
R P
S O
F E
N G
IN
E E
R S p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F
Y \0
P la n s \0
C iv il \C -1
D R
A W
IN
G D
A T
E
$STAMP$
A p r
B E
A C
H R
E N
O U
R
IS
H M
E N
T
D U
V A
L C
O U
N T
Y F
L
M .P .N
J .E .B
G R
O U
P -1
-R -J
+0.1
0.2
+0.4
+0.6
+0.6
+1.0.
+1.3
+1.8
+2.2
+3.0
+3.7
+5.0
+5.2
+7.7
+8.1
145 F T.
+9.6
+9.9
+11.2
+11.4
+11.7
+12.8
TOE OF FILL
APPROXIMATE
+13.3
+13.8
+13.8
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-74
R-75
28.8
28.6
28.6
28.0
27.9
27.9
27.8
27.7
27.5
27.0
26.3
25.7
25.4
25.2
25.2
25.1
25.1
24.9
24.9
24.7
24.5
23.9
23.5
23.0
22.4
21.9
21.4
20.9
20.6
20.2
19.9
19.6
19.1
19.1
18.7
18.5 18.2
18.1
17.1
17.0
16.7
16.3
15.8
15.4
15.3
15.0
14.7
14.6
14.5
14.2
14.1
13.8
13.4
12.5
12.4
12.0
12.0
11.8
11.8
11.3
11.3
11.3
11.2
11.0
10.9 o n o n
10.8
10.3
10.3
10.3
10.2
10.2
10.1
10.1 10.1
10.1
10.0
10.0
10.0
9.8
9.7
9.6
9.5
9.5
9.5
9.4
9.2
9.1
8.9
8.9 8.7
8.6
8.6
8.6
8.5
8.4
8.3
8.3
8.0
7.8
7.8
7.7
7.6
7.6
7.4
7.3
7.3
7.1
7.1
7.0
7.0
6.8
6.8
6.2
5.6
5.6
4.6
4.4
4.4
4.1
3.8
3.5
3.2
3.2
3.1
2.9
2.8
2.7
2.6
2.4
2.2
2.1
2.0
2.0
1.8
1.7
1.5
1.5
1.5
1.5
1.3
1.2
1.1
0.6
0.4
0.3
0.2
ECL
CBL
CBL & ECL
ECL
CBL
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL
P843
P841
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -7
T
O R -7
C-13
200'100'0100'
GRAPHIC SCALE
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTE:
N
A T L A N T I C O C E A N
JACKSONVILLE BEACH
DUVAL DR.
OCEAN DR. S. 3
T
H A
V E . S
M A
T C
H L
IN
E S
T A
C B
L
M A
T C
H L
IN
E S
T A
C B
L
-D
C B
R -C
N p ln .d g n
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
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
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 of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
A S S
H O
W N
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
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y
N /A
D E
C E
M B
E R
M .R .2
C O
R P
S O
F E
N G
IN
E E
R S p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F
Y \0
P la n s \0
C iv il \C -1
D R
A W
IN
G D
A T
E
$STAMP$
A p r
B E
A C
H R
E N
O U
R
IS
H M
E N
T
D U
V A
L C
O U
N T
Y F
L
M .P .N
J .E .B
G R
O U
P -1
-R -J
0.2
+0.3
+0.4
+0.6
+0.7
+0.7
+1.1
+1.3
+1.4
+1.9
+2.3
+2.3
+3.2
+3.7
+4.0
+4.9
+5.6
+6.3
+8.6
+9.1
145 F T.
+9.7
+10.7
+10.9
+11.0
+11.5
+11.5 +12.0
+12.2
+12.4
+12.5
+12.5
+12.8
+12.9
+13.1
+13.1
TOE OF FILL
APPROXIMATE
+13.5
+14.3
(NAVD88)
ELEV. +7.2 FT
BERM CREST
Y ,1
,0
Y ,1
,5
X=536,500
X=536,000
X=535,500
Y ,1
,0
Y ,1
,5
Y ,1
,0
R-76
R-77
R-78
File details come from the government source that posted it. Updated .