GROUP4_10_R_J027_PLANS_Vol_1of_1_Part_2.pdf
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GROUP4-10-R-J027 Plans Vol 1 of 1 Part 2
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28.1
27.8
27.4
27.3
26.7
26.1
25.7
25.7
25.5
25.2
25.1
24.8
24.7
24.1
24.0
23.7
23.6
23.6
23.5
23.3
23.2
23.2
22.9
22.8
22.6
22.4
22.3
22.2
21.6
21.4
21.3
21.2
21.1
21.0
20.6
20.6 20.4
20.4
20.1
20.1
19.6
19.6
19.3
19.0
19.0
18.6
18.3
18.1
18.0
17.8
17.7
17.6
17.4
17.3 16.9
16.8
16.6
16.1
16.1
16.1
15.9
15.6
15.4
15.2
15.1
14.9
14.7
14.4
14.1
14.0
13.7
13.1
12.7
12.5
12.4
12.3
12.1
11.7
11.6
11.3
11.2
11.1
11.0
10.9
10.9
10.8
10.8
10.8 o n o n
10.7
10.6
10.5
10.2
10.2
10.2
10.1
10.1
10.1
10.0
9.8
9.8
9.8
9.7
9.6
9.5
9.5
9.4
9.4
9.2
9.1
8.9
8.6
8.5
8.5 8.5
8.4
8.4
8.2
8.0
8.0
8.0
7.8
7.7
7.6
7.6
7.6
7.5
7.5
7.3
7.2
7.1
7.1
7.0
6.8
6.8
6.2
5.7
5.3
5.1
4.5
4.4
4.3
4.0
3.8
3.7
3.6
3.0
3.1
3.0
2.4
2.4
2.3
1.9
1.9
1.9
1.4
1.3
1.3
1.0
0.9
0.9
0.6
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.1
0.1
CBL
ECL
(SEE NOTE 2)
ACCESS AREA
ATLANTIC BLVD.
P873
P875
GRAPHIC SCALE
N
200'100'0100'
C-04
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -5
T
O R -5
5M A
T C
H L
IN
E S
T A
C B
L
NEPTUNE BEACH
A T L A N T I C O C E A N
M A
T C
H L
IN
E S
T A
C B
L
MIDWAY ST.
O R
A N
G E S
T
2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTES:
-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
E N
D
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
0 5 0 5
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
+0.4
+0.7
+0.8
+0.8
+1.1
+1.3
+1.4
+1.8
+1.9
+2.1
+2.9
+3.1
+3.9
+4.5
+5.1
+5.2
+5.3
+6.6
+7.2
+7.9
+8.7 +9.1
155 FT.
145 FT.
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,5
X=532,000
X=532,500
X=533,000
X=531,500
+10.2
+10.3
+10.9
+10.9
+10.9
+11.6
+11.8
+12.2
+12.2
+12.4
+13.0
+13.1
+13.4
+13.5
+13.9
+14.1
+14.6
+14.7
+15.1
+15.1
+15.1
+15.3
+15.5
+15.6
+15.6
+15.6
+15.7
+15.8
+15.9
+16.1
+16.2
+16.2
TOE OF FILL
APPROXIMATE
+16.3
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-53
R-54
R-55
25.1
24.5 24.5
24.4
24.2 23.8
23.6
23.2 22.9
22.9
22.6
22.6
22.0
21.7
21.6
21.4
21.4
21.2 21.2
21.2
20.7
20.4
20.3
20.1
19.5
19.4
19.1
18.9
18.9
18.5
18.4
17.7
17.6 17.3
17.3
17.0
16.5
16.5
15.6
15.4
14.8
14.7
14.3
13.8
13.7
12.9
12.6
12.6
11.7
11.3 o n o n
10.6
10.6
10.4
10.2
10.1
10.1
10.0
10.0
9.9
9.8
9.8
9.7
9.6
9.5
9.4 9.0
9.0
9.0
8.8
8.8
8.8
8.7
8.3
8.3
8.3
8.0
7.6
7.6
7.6
7.5
7.2
7.0
7.0
7.0
6.8
6.8
5.8
5.7
5.0
5.0
4.5
3.8
3.7
3.7
3.5
3.3
3.2
3.0
2.8
2.4
2.2
1.9
1.6
1.3
1.3
B E
G
IN
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
E N
D
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
0.9
0.9
0.6
0.5
0.5
0.3
0.3
0.1
ECL & CBL
P871
P869
P867
P866
NOTE:
GRAPHIC SCALE
N
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
200'100'0100'
C-05
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -5
T
O R -5
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
,0
Y ,1
,0
Y ,1
,5
Y ,1
,0
X=533,000
X=532,500
X=532,000
A T L A N T I C O C E A N
B A
Y S
T
1ST ST.
STRAND ST.
F L
O R
ID
A B
L V
D
D A
V
IS
S
T
NEPTUNE BEACH
X=533,500
-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 -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
0.2
+0.4
+0.5
+0.7
+0.9
+1.1
+1.6
+1.8
+2.5
+2.6
+4.1
+4.5
+5.6
+6.0
155 FT
145 FT
+9.9
+10.0
+10.5
+10.8
+11.2
+11.8
+12.1
+12.2
+13.0
+13.0
+13.8
+14.3
+14.6
+14.9
+15.4
+15.7
TOE OF FILL
APPROXIMATE
+15.8
+15.8
+16.4
+16.8
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-56
R-57
27.3
26.9
26.4
26.0
25.3
25.1
24.9
24.7
24.4
24.1
24.0
24.0
24.0
23.9
23.7
23.7
23.6
23.6
23.6
23.6
23.2 23.0
22.8
22.5
22.5
22.5
22.3
22.2
22.2
22.0
22.0
21.7
21.7
21.6
21.1
21.1
21.0
20.6
20.4
20.2
20.0
20.1
19.9
19.8
19.5
19.5
19.2
19.0 19.0
18.9
18.3
18.1
17.9
17.6
17.6
17.5
16.9
16.8
16.6
16.5
16.3
16.1
15.8
15.6
15.4
15.2
15.1
14.7
14.0
14.0
14.0
13.3
12.8
12.6
12.6
12.5
12.1
12.1
11.8
11.4
11.3
11.2
11.1
10.9 o n o n
10.5 10.5
10.5
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.2
10.2
10.1
9.9
9.9
9.9
9.8
9.8
9.8
9.7
9.6 9.6
9.4
9.4
9.3
9.2
9.1
9.0
8.9
8.8
8.6
8.5
8.3
8.3
-8.1
8.0
7.8
7.8
7.8
7.7
7.7
7.6
7.4
7.2
7.2
7.2
7.0 7.0
6.8
6.8
6.6
6.1
5.5
5.3
4.7
4.6
4.4
4.2
3.9
3.8
3.8
3.4
3.4
3.3
3.0
3.0
2.9
2.8
2.8
2.7
2.5
2.5
2.4
2.2
2.2
2.2
2.1
1.9
1.9
1.8
1.6
1.5
1.3
1.2
1.1
1.1
0.8
0.8
0.7
0.5
0.5
0.4
0.2
0.2
0.2
ECL & CBL
ACCESS AREA (SEE NOTE 2)
SEAGATE AVE.
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL
P861
P863
P862
P860
GRAPHIC SCALE
N
200'100'0100'
C-06
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -5
T
O R -6
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=533,500
X=533,000
X=532,500
NEPTUNE BEACH
A T L A N T I C O C E A N
STRAND ST.
1ST ST.
X=532,000
S E
A G
A T
E A
V E
T
H A
V E
N
NOTES:
-D
C B
R -C
N p ln .d g n
2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
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 -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
+0.1
0.2
+0.4
+0.4
+0.6
+0.8
+0.8
+1.0.
+1.3
+1.3
+1.6
+2.1
+2.2
+2.5
+3.1
+3.2
+4.5
+4.6
+4.7
+5.8
+6.0
+6.3
+8.3
+8.4
145 FT
+10.8
+10.9
+11.2
+11.4
+11.7 +11.7
+11.8
+12.0
+12.1
+12.2
+12.3
+12.7 +12.9
+13.0
+13.1
+13.3
+13.4
+13.7
+13.9
+14.4
+14.6
+14.7
TOE OF FILL
APPROXIMATE
+15.0
+16.2
+16.2
+19.4
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-58
R-59
R-60
27.9
27.4
27.4
27.3
27.0
26.7
26.6
26.4
26.3
25.9
25.7
25.5
25.3
24.8
24.6
24.3
24.4
24.4
24.2
24.0
23.8
23.6
23.4
23.3
23.2
23.0
22.9
22.7
22.4
22.3
22.2
21.9
21.8
21.7
21.6
21.3
21.2
21.1
20.9
20.3
20.3
20.2
19.9
19.8
19.6
19.5
19.4
19.4
19.1
18.8
18.6
18.3
18.3
18.2
17.7
17.2
17.1
17.1
17.1
16.6
16.6
16.5
16.4
16.2
15.8
15.6
15.5
15.4 14.9
14.8
14.7
14.6
14.0
13.7
13.6
13.5
12.8
12.8
12.1
12.0
11.9
11.7
11.5
11.6
11.1
11.0
10.9
10.8 o n o n
10.7
10.7
10.6
10.6
10.4
10.3
10.3
10.3
10.0
9.9
9.9
9.9
9.9
9.6
9.4
9.4
9.4
9.2
9.2
9.1
9.1
9.0
8.7
8.5
8.5
8.3
8.2
8.0
8.0
8.0
7.9
7.8
7.7
7.6
7.4
7.3
7.3
7.1
6.9
6.8
6.7
6.5
6.2 5.3
5.1
4.5
4.5
3.8
3.5
3.4
3.1
2.9
2.7
2.6
2.6
2.4
2.0
2.0
1.5
1.4
1.3
0.9
0.8
0.6
0.5
0.4
0.3
0.2
0.1
ECL & CBL
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL (TYP)
NOTE:
GRAPHIC SCALE
200'100'0100'
C-07
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -6
T
O R -6
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
,0
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,0
X=534,000
X=533,500
X=533,000
A T L A N T I C O C E A N
X=532,500
1ST ST. N.
T
H A
V E
N
T
H A
V E
N
JACKSONVILLE BEACH
-D
C B
R -C
N p ln .d g n
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
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
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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 -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
+0.5
+0.6
+0.9
+0.9
+1.3
+1.4
+2.1
+2.3
+3.1
+3.4
+4.2
+4.5
+5.9
+5.9
+7.4
+7.6 +8.0
145 FT
+9.5
+10.0
+10.0
+10.4
+10.6
+10.6
+12.1
+12.9
+14.0
+14.5
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-61
R-62
28.0
27.0
26.8 26.7
26.4
26.2
26.1
26.1
25.8
25.4
25.2
25.1
25.1
25.0
24.8
24.3
24.4
24.0
23.7
23.7
23.6
23.5 23.5
23.4
23.3
23.0
22.9
22.7
22.6 22.4
22.3
22.2
21.7
21.6
21.3
21.3
21.1
20.9
20.9
20.7
20.3
20.3
20.2
19.9
19.7
19.6
19.4
18.8
18.8
18.7
18.7
18.6
18.3
18.0
17.7
17.6
17.6 17.5
17.4
17.1
17.0 16.6
16.5
16.4
16.0 15.7
15.5
15.2
14.8
14.7
14.0
14.0
13.8
13.5
13.3
12.8
12.7
12.6
12.0
11.7
11.7 11.2
11.1
11.1
11.1
11.0
11.0
10.8 o n o n
10.7
10.6
10.5
10.5
10.4
10.4
10.1
10.0
9.9
9.9
9.9
9.8
9.7
9.7
9.6
9.4
9.3
9.2
9.2
9.1
9.1
8.8
8.7
8.7
8.6
8.5
8.2
8.0
8.0
7.9
7.8
7.6
7.5
7.5
7.5
7.3
7.1
7.0
7.0
6.8
6.8 6.7
6.5
6.1
5.8
5.6
5.0
5.0
4.9
4.3
4.3
4.2
3.9
3.8
3.6
3.6
3.4
3.3
3.1
3.1
2.9
2.7
2.5
2.5
2.4
2.1
2.1
1.9
1.7
1.7
1.7
1.6
1.5
1.4
1.4
1.3
1.2
1.2
0.9
0.9
0.9
0.5
0.5
0.2
0.1
ECL & CBL
JACKSONVILLE BEACH PIER
(SEE GENERAL NOTE 10)
STORMWATER OUTFALL (TYP)
(SEE NOTE 2)
STAGING/ACCESS AREA
8TH AVE SOUTH
P858
GRAPHIC SCALE
200'100'0100'
C-08
C
IV
IL
B E
A C
H F
IL
L P
L A
N
R -6
T
O R -6
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
JACKSONVILLE BEACH
T
H A
V E
N
R
D A
V E
N
1ST ST. N.
T
H A
V E
N
2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".
1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.
NOTES:
-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 -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
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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
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P -1
-R -J
0.2
B E
G
IN
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
+0.3
E N
D
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
+0.4
+0.6
+0.7
+0.9
+1.0.
+1.1
+1.3
+1.3
+1.4
+1.6
+1.8
+2.2
+2.3
+2.9
+3.2
+3.4
+3.9
+4.2
+4.6
+5.0
+5.1
+6.0
+6.5
+6.7
+7.5
+8.2
+8.4
+8.6
155 F T.
+9.1
+9.2
145 F T.
+9.9
Y ,1
,5
Y ,1
,0
Y ,1
,5
Y ,1
,0
Y ,1
,5
X=534,000
X=533,500
+10.6
+10.6
+11.1
+11.1
+11.7
+11.7
+12.7
+13.1
+13.7
+15.9
TOE OF FILL
APPROXIMATE
+16.5
(NAVD88)
ELEV. +7.2 FT
BERM CREST
R-63
R-64
R-65
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