4
5
2
6
3
1
A
A
MISSISSIPPI
B
B
HARRISON COUNTY
CONSTRUCTION PLANS
SHORE RESTORATION
BREACH REPAIR AND
C
C
D
D
DEER ISLAND, BILOXI, MISSISSIPPI
E
E
F-103
F-102
F-101
F-306
F-305
F-304
F-303
F-302
F-301
F-300
X-002
X-001
REF.
SHEET
F
F
TYPICAL SECTION
WEST END SITE PLAN
LOCATION/VICINITY MAP
BORING LOCATION PLAN
BEACH RENOURISHMENT SITE PLAN
G
G
COVER SHEET AND INDEX OF DRAWINGS
TITLE OF DRAWINGS
BORROW AREA (NORTHSIDE) SOIL PROFILES
BORROW AREA (NORTHSIDE) SOIL PROFILES
BORROW AREA (NORTHSIDE) SOIL PROFILES
BORROW AREA (SOUTHSIDE) SOIL PROFILES
BORROW AREA (SOUTHSIDE) SOIL PROFILES
BORROW AREA (SOUTHSIDE) SOIL PROFILES
THIS FOLIO HAS BEEN REDUCED
H
H
TO ONE HALF THE ORIGINAL SCALE
CADD CODE: CH07C930
RFP NO. 0005
APRIL 2010
CONTRACT NO. W91278-10-D-0021
gned By:
Desi Date:
SLAND,BI
DEER I , SSI
LOXI MI PPI
SSI
U.S.ARMY NEER DI
ENGI STRI
CT S.TURNER L
APRI 2010
R ON
BREACH REPAI AND SHORE RESTORATI
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930 Sym bol No. i i
Descr pton e
Dat Appr.
l
CADD Fi Nam e:
e si
Revi ons
Checked By:
S
THI PROJECT W AS DESIGNED BY THE MOBI STRI
LE DI CT U.S.ARMY CORPS OF ENGI NEERS. THE SI
GNATURES AND REGISTRATI GNATI
ON DESI NDI DUALS APPREARS ON THESE PROJECT
ONS OF I VI
Mobile District
THI THE SCOPE OF THEI EMPLOYMENT AS REQUI
DOCUMENTS W I N R 1 0-1
RED BY ER 1 1 -8152. SI
GNATURES AFFI
XED BELOW NDI
I CI
CATE OFFI AL RECOMMENDATI NGS
ON AND APPROVAL OF ALL DRAW I
Sheet
X X001C930.DGN N
I THI SET AS I
S NDICATED ON EACH I VI
NDI DUAL TI TLE BLOCK.
COVER SHEET AND
Reference
Number:
of Engineers
ewed By:
Revi i aton Num ber
ci
Sol t i : Recom m ended by:
X-001
Approved by:
I
NDEX OF DRAW I
NGS X X Chi ,Desi
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Chi ,Engi i vi on Date
US Army Corps
4
3
5
2
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of Engineers
GNM ENT
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1 1 1
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1 1
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AT
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CH07C930
4 9 1 -
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APRI 201
4
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. - - . 0
3
03C930.
6 2. 2 - 4 .4
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00
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CORPS OF ENGI
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SURVEY CONTROL POINTS USED: 2 2 1 1 -1
. . . . 7 .
6
B
- - 4 - 7 - - 4
DI-HT1 N 320622.866 E 974493.074 EL.6.49 2 2 2 1 1
.
18
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200
- -2 - -
. 2 . . 1 1 -
NOTES FOR LOWER PART: 0 . . 1
+00
8 - 3 8 6 .
-
U.
2 2 - 2 - 1 - 3
. .3 . . 1
1. ALL ELEVATIONS SHOWN ARE REFERENCED TO NOTES FOR UPPER PART: 9
+00
2 6 .
20
- -2 - - 3
MEAN LOWER LOW WATER. (M.L.L.W.) 3 . . 2 1 -
PR 0 5 . . 1
1. ALL ELEVATIONS SHOWN ARE REFERENCED TO E - - 3 8 .
5+
2. COORDINATES ARE REFERENCED TO MISSISSIPPI X OP
I
2. 2 -2 - 4
MEAN LOWER LOW WATER. (M.L.L.W.) S O 7 .0 . 1 B
F R TN S 1 .
SHMENT
- - -
O IG E - 9
21
ON
00
STATE PLANE COORDINATE SYSTEM 83 DATUM EAST 3 2 . 2 2 -
2. COORDINATES ARE REFERENCED TO MISSISSIPPI M D . 7 .4 . 1
3 - 1 .
BREACH REPAI AND SHORE RESTORATI
ZONE. - B B 3 - - 8
0+
5 STATE PLANE COORDINATE SYSTEM 83 DATUM EAST 2 OT OR
.
. 0
2.4
2 .
- 1. 5
3. SURVEYED BY: J. FREEMAN 0 T R - - - 3 8
ZONE. O O 3 2 1 -
00
W .
TO M 2 . . 1 -
2
4. SURVEY VESSEL: PERRY - - 6 - 9 . 0
- A EA 3 7 .
1
3. SURVEYED BY: B. TABB 2 2
4.V RE . 5 . . -1 - 6
5
5. TIDE: +1.00 THRU: 1.37 0 R 6 5 .
4. SURVEY VESSEL: SKIFF A A -3 -2 - - 9 1.
+
M GE . . 2. 1 2
6. SURVEY DATE: 1/15/10 (FILE:DI011510C) 6 7 5 . -
0
5. TIDE: +1.00 THRU: 1.37 LL S - - 9 1 B
2 .
2
W 2 -
0
7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS . 8 . 2 - 5
BEACH RENOURI
.
2
6. SURVEY DATE: 1/15/10 (FILE:DI011510S) 5 1
TEPLAN
- - 3
SLAND,MS
2 2 - .
0
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED . . 2 - 8 -
7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS 9 6 . 1
+
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL - - 2 1. .
2 2 - 2
0
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED . . 2 9 -
9 7 . - 1
2
0
CONDITIONS EXISTING AT THE TIME. -3 - 4 2. .3
2 -
2
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL - . 0 . 2 - 0 -
7 . 1
5
8. FREQUENCY SOUNDINGS: 208 KHz. CONDITIONS EXISTING AT THE TIME. 3 - 3 2. .
. 3 - 1 5
+
3 . 2 - -1
0 . 1
0
8. FREQUENCY SOUNDINGS: 208 KHz. -2 - 5 . .6
9
2
DEER I
. 2 -
0
9 . -2 1 . -
B
3
- - 5 . 5 2
2 2 0 .
0
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NOTES: . 2 - 3 - 1 1
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NOTES: 3 8 - .2
24 TI
. - 1
ST
0 2 . -
00
B
- . 8 2
EN
2 7 - .0
. - 2
1+ ON
1. COORDINATES ARE REFERENCED TO MISSISSIPPI 1. ALL ELEVATIONS SHOWN ARE REFERENCED TO 2 -
A
8 . .0 1
- 7 - .
DW
STATE PLANE COORDINATE SYSTEM 83 DATUM EAST MEAN LOWER LOW WATER. (M.L.L.W.) 2 . - 2 8
21
9 2 . - 2
ZONE. -3 .7 - 4 .
OR
2. COORDINATES ARE REFERENCED TO MISSISSIPPI . - 3 2 0
0 . . 6 -2
2. ALL ELEVATIONS ARE REFERENCED TO MLLW. STATE PLANE COORDINATE SYSTEM 83 DATUM EAST - 0 - .
2 2
K
3 . . -
ZONE. 2 1 2 .
3. SURVEYED BY: J. FREEMAN - -2 0
3 . -1
.7 - 6 .
3. SURVEYED BY: E. DEMKO - 2 5
4. SURVEY DATE: 01/15/10, 01/19/10 3 . -
6 -
.6 -
7 1. 6
4. SURVEY VESSEL: SKIFF 3 2 - 9
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS . . 9 2
7 - .
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED 5. TIDE: +0.15 THRU: +1.00 3 - 0 Sheet
. 0 1
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL - .6 Reference
6. SURVEY DATE: 1/19/10 PROVIDED BY DEPARTMENT 3. -
CONDITIONS EXISTING AT THE TIME. 600’ 0 600 1200’ - 2 2 . Number:
7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS OF MARINE RESOURCES 3 4
.7 -2
-4 .
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED 2
- .
4 1
-2
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THE TIME.
SCALE: 1"=600’
.1 -2
.5 F-103
. 4
-2
8. FREQUENCY SOUNDINGS: 208 KHz. .
- 8
2.
- 8
3 .1
A B C D E F G H I
A B C D E F G H I
US Army Corps
of Engineers
Mobile District
1 1
Appr
Dateoved
Descr pton
i i
2 2
Descr pton
i i
Sym bol
3 3
AREA TO BE TEMPORARILY DEGRADED
TO PROVIDE FOR PLACEMENT OF
GEOTEXTILE SCOUR APRON
. O.Sheet Fi Nam e:
dgn
27’ 27’
:
CH07C930
0
i aton Num ber
F300C930.
L201
16.5’ 10.5’ 10.5’ 16.5’
le
-
FINISHED GRADE FINISHED GRADE
APRI
CADD Code:
GULF
GEOTEXTILE TUBE GEOTEXTILE TUBE
Sol t i
SCOUR BLANKET SCOUR BLANKET
e:
ci
Dat
IS.
2’ SAND FILLED SCOUR TUBE (TYP) EL. 6.0 EL. 6.0 2’ SAND FILLED SCOUR TUBE (TYP)
EL. 4.0 EL. 4.0
5 10 EL. 3.0 EL. 3.0 5
10
1 1
EL. 0.0 EL. 0.0 EL. 0.0
M.MCKOW N
M.MCKOW N
S.TURNER
E.HERMAN
0 0
ewed By:
gned By:
Checked By:
-5 -5
awn By:
-10
-10
4 4
Revi
Desi
-100 -75 -50 -25 0 25 50 -50 -25 0 25 50 75 100
Dr
CT
STRI
NEERS
LE,ALABAMA
NEER DI
CORPS OF ENGI
ENGI
TYPICAL SECTION
MOBI
U.S.ARMY ON
BREACH REPAI AND SHORE RESTORATI
5 5
ON
NOTES:
CAL SECTI
1. SAND FILL MATERIAL PLACED WITHIN THE
FILL TEMPLATE SHALL BE USED FOR GEOTUBE FILL.
SLAND,MS
2. WATER SIDE ANCHOR TUBE SHALL BE JETTED
& LAUNCHED DOWNWARD UPON COMPLETION.
3. CONTRACTOR SHALL PREPARE PROPOSED END
TERMINATION DETAIL FOR BOTH ENDS OF PROJECT
DEER I
PRIOR TO CONSTRUCTION.
R
TYPI
6 6
Sheet
Reference
Number:
F-300
A B C D E F G H I
4
5
2
3
6
ELEVATI
ON I FEET
N ELEVATI
ON I FEET
N 1
-30
-25
-20
-15
-10
-5
0
5
-30
-25
-20
-15
-10
-5
0
5
0+00
P-10-06
A
A
STA 56+56, 713 L
SM
0
0
0
0
0
0
8
2
SPT N
0
0
0
0
4
3
3
8
4
7
1
1
1
SPT N
DI-22-06
DI-44-06 STA 58+57, 3477 L
STA 4+11, 2021 L
CL
ML
ML
SP
ML
SM
ML
SM
ML
SM
SP
ML
SM
5+00
60+00
B
B
0
2
2
2
5
4
1
SPT N
10+00
65+00
DI-50-06
STA 66+08, 273 L
0
0
0
0
0
0
0
0
5
2
2
1
1
SPT N
SM
DI-45-06
STA 12+63, 2204 L
ML
P-1-06
15+00
70+00
STA 70+27, 1128 L
C
C
SM
0
0
0
0
0
0
0
0
2
4
9
4
3
SPT N
DI-46-06
20+00
75+00
STA 20+27, 2407 L
0
0
0
0
0
0
0
0
0
0
6
4
1
SPT N
ML
CH
MH
ML
DI-2-06
STA 77+01, 152 R
CH
ML
D
D
DI-1-06
STA 26+07, 1330 R
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
3
5
9
12
SPT N
SPT N
25+00
80+00
DI-58-06
0
2
2
2
3
4
3
SPT N
P-2-06
STA 26+04, 2534 L
STA 80+96, 1073 L
P-7-06 DI-51-06
SM
STA 26+17, 644 L
CH
ML
CH
ML
0
0
0
0
0
0
0
0
3
2
7
5
SM
1
STA 81+42, 257 L
SPT N
SM
DI-47-06
STA 28+08, 2774 L
ML
CL
MH
ML
E
E
30+00
85+00
0
0
0
0
0
0
0
6
4
3
SPT N
DI-55-06
STA 33+01, 2606 L
ML
CL
ML
SM
ML
90+00
35+00
P-8-06
P-3-06
STA 36+27, 908 L
STA 91+48, 1064 L
SM
F
F
0
0
0
0
0
0
0
0
SM
SPT N
DI-48-06
STA 38+28, 86 L
DI-21-06
0
0
0
0
0
0
0
0
0
3
SPT N
STA 38+37, 2978 L
ML
DI-56-06
STA 39+72, 2547 L
95+00
40+00
0
0
0
0
0
2
3
CL
ML
SPT N
DI-52-06
STA 96+62, 162 L
ML
SM
G
G
0
0
0
0
0
0
0
SPT N
45+00
100+00
DI-7-06
P-9-06 STA 101+15, 1475 R
STA 46+59, 1030 L
P-4-06
ML
STA 102+07, 963 L
SM
SM
0
6
3
2
2
2
3
SPT N
DI-49-06
50+00
105+00
STA 50+45, 349 L
SM
H
H
0
0
0
0
0
0 0
SPT N 0
2
2
2
2 3
3
SPT N
DI-39-06
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
SOUTHSI
Mobile District
Sheet
M.MCKOW N F301C930.dgn
Reference
Number:
of Engineers
SOI PROFI
L LES ewed By:
Revi Sol t i
i aton Num ber
ci : Sym bol i i
Descr pton Date Approved
F-301
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1
4
5
2
3
6
ELEVATI
ON I FEET
N ELEVATI
ON I FEET
N 1
-30
-25
-20
-15
-10
-5
0
5
-30
-25
-20
-15
-10
-5
0
5
STA 110+19, 237 R
DI-53-06
P-14-06
STA 110+58, 24 L
STA 165+75, 705 L
ML
SM
0
0
0
0
0
0
0
SPT N
SM
SM
A
A
DI-8-06
P-5-06
STA 112+17, 1470 R
STA 112+51, 956 L
ML
SM
115+00
170+00
0
0
0
0
0
0
0
SPT N
DI-14-06
STA 171+85, 1484 R
0
0
0
0
0
0
0
0
0
0
0
2
1
SPT N
ML
SM
DI-3-06
STA 118+35, 560 R
B
B
MH
ML
120+00
175+00
0
0
0
0
0
0
0
0
3
4
4
3
5
2
3
0
0
0
0
0
0
0
0
SPT N
SPT N
P-15-06
SPT N
DI-9-06 STA 176+68, 731 L
DI-23-06
STA 121+79, 1512 R DI-32-06
STA 121+87, 4445 L
STA 176+81, 323 R
SM
ML
SM
P-6-06
ML
STA 123+02, 858 L
SM
0
3
2
2
4
2
1
SPT N
DI-54-06
125+00
180+00
STA 125+08, 264 R
C
C
SM
0
0
0
0
0
0
0
SPT N
DI-15-06
STA 182+34, 1525 R
ML
SM
0
0
0
0
0
7
3
3
5
5
3
SPT N
DI-27-06
STA 185+03, 5211 L
130+00
185+00
0
0
0
0
0
0
0
CH
SC
ML
SM
SP
SM
SPT N
DB-6-88
DI-10-06
STA 186+32, 10966 L
STA 131+89, 1469 R
ML
D
D
P-11-06 DB-5-88
STA 188+48, 11942 L
STA 133+62, 716 L
0
0
6
26
17
22
18
23
5
3
4
3
2
SPT N
SM
DI-34-06
0
0
4
2
2
2
2
8
8
4
2
SPT N
190+00
135+00
STA 190+11, 1119 L
DI-24-06
SP
SM
STA 136+09, 4289 L
0
0
0
0
0
0
0
SPT N
0
0
3
3
3
2
4
8
3
CL
SM
SP
SM
SP
SM
ML
SPT N
DI-16-06
STA 192+55, 1516 R DI-33-06
STA 192+93, 242 R
ML
SM
DB-4-88
STA 194+32, 12717 L
E
E
195+00
140+00
0
0
0
0
0
0
0
SPT N
0
6
6
2
2
2
2
2
3
3
3
4
4
SPT N
DI-11-06
0
0
2
2
2
3
5
4
4
DI-30-06
1
SPT N
STA 142+42, 1564 R
0
0
0
0
0
0
0
0
2
3
4
3
3
2
SPT N
STA 142+59, 468 R
DI-25-06
ML
DI-5-06
SM
STA 143+28, 4423 L
P-12-06 STA 198+70, 930 R
ML
SP
ML
ML
SM
ML
SM
STA 144+34, 772 L
SM
145+00
200+00
DB-3-88
10
0
26
22
4
7
5
2
3
SPT N
STA 201+39, 13424 L
F
F
0
0
0
0
0
0
0
SPT N
DI-36-06
STA 202+60, 1248 L
DI-17-06
SM
STA 203+20, 1448 R
ML
0
6
4
2
3
4
5
3
4
SPT N
150+00
205+00
DI-35-06
STA 205+76, 397 R
SM
0
0
0
0
0
0
0
SPT N
DI-12-06
STA 153+71, 1626 R
G
G
DB-2-88
ML
P-13-06
STA 209+69, 13889 L
0
0
0
4
2
3
3
1
1
1
1
STA 155+00, 736 L
SPT N
155+00
210+00
SM
DI-26-06
STA 156+23, 4539 L
MH
SM
SP
SM
0
0
0
0
0
0
0
SPT N
DI-18-06
0
0
0
0
0
0
0
0
0
0
0
0
0
0
STA 213+30, 1425 R
SPT N
0
0
0
3
4
4
2
2
3
5
4
5
1
SPT N
DI-4-06
ML
STA 159+57, 844 R
DI-31-06
160+00
215+00
MH
ML
SM
STA 159+86, 550 R
SM
H
H
0
0
0
0
0
0
0
SPT N
DI-13-06
STA 163+09, 1518 R
ML
DB-1-88
STA 219+38, 14141 L
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
SOUTHSI
Mobile District
Sheet
M.MCKOW N F302C930.dgn
Reference
Number:
of Engineers
F-302
SOI PROFI
L LES ewed By:
Revi Sol t i
i aton Num ber
ci : Sym bol i i
Descr pton Date Approved
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1
4
5
2
3
6
1
-30
-25
-20
-15
-10
-5
0
5
A
A
0
0
0
0
0
0
0
0
0
5
2
3
3
2
2
11
SPT N
DI-19-06
STA 221+84, 1331 R
DI-38-06
STA 222+20, 545 L
ML
SM
225+00
0
0
0
6
5
9
9
3
2
7
13
5
1
SPT N
DI-6-06
STA 226+54, 700 R
ML
SM
B
B
230+00
0
0
0
0
0
0
1
SPT N
DI-20-06
STA 233+22, 1308 R
3
19
34
19
18
13
9
2
5
4
4
1
SPT N
ML
SM
ML
C
C
DI-28-06
STA 234+85, 3797 L
235+00
ML
SM
SP
SM
240+00
D
D
0
0
0
0
0
6
5
8
8
3
2
1
SPT N
DI-29-06
STA 244+29, 3546 L
ML
SM
SP
SM
245+00
E
E
250+00
F
F
G
G
H
H
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
SOUTHSI
Mobile District
Sheet
M.MCKOW N F303C930.dgn
Reference
Number:
of Engineers
F-303
SOI PROFI
L LES ewed By:
Revi Sol t i
i aton Num ber
ci : Sym bol i i
Descr pton Date Approved
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1
4
5
2
3
6
1
ON I FEET
ELEVATI N ON I FEET
ELEVATI N
-30
-25
-20
-15
-10
-5
0
5
-30
-25
-20
-15
-10
-5
0
5
0+00
P-10-06
A
A
STA 56+56, 287 R
SM
0
0
0
0
0
0
8
2
SPT N
0
0
0
0
4
3
3
8
4
7
1
1
1
SPT N
DI-22-06
DI-44-06 STA 58+57, 2477 L
STA 4+11, 1021 L
CL
ML
ML
SP
ML
SM
ML
SM
ML
SM
SP
ML
SM
5+00
60+00
B
B
0
2
2
2
5
4
1
SPT N
10+00
65+00
DI-50-06
STA 66+08, 727 R
0
0
0
0
0
0
0
0
5
2
2
1
1
SPT N
SM
DI-45-06
STA 12+63, 1204 L
ML
P-1-06
15+00
70+00
STA 70+27, 128 L
C
C
SM
0
0
0
0
0
0
0
0
2
4
9
4
3
SPT N
DI-46-06
20+00
75+00
STA 20+27, 1407 L
0
0
0
0
0
0
0
0
0
0
6
4
1
SPT N
ML
CH
MH
ML
DI-2-06
STA 77+01, 1152 R
D
D
CH
ML
DI-1-06
STA 26+07, 2330 R
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
3
5
9
12
SPT N
SPT N
P-2-06
25+00
80+00
0
2
2
2
3
4
3
SPT N
DI-58-06 STA 80+96, 73 L
STA 26+04, 1534 L
DI-51-06
P-7-06
STA 81+42, 743 R
SM
STA 26+17, 356 R
CH
ML
CH
ML
0
0
0
0
0
0
0
0
3
2
7
5
SM
1
SPT N
SM
DI-47-06
STA 28+08, 1774 L
ML
CL
MH
ML
E
E
30+00
85+00
0
0
0
0
0
0
0
6
4
3
SPT N
DI-55-06
STA 33+01, 1606 L
ML
CL
ML
SM
ML
90+00
35+00
P-8-06
P-3-06
STA 36+27, 92 R
STA 91+48, 64 L
F
F
DI-21-06
SM
0
0
0
0
0
0
0
0
SM
SPT N
STA 38+37, 1978 L
DI-48-06
STA 38+28, 914 R
0
0
0
0
0
0
0
0
0
3
SPT N
ML
DI-56-06
STA 39+72, 1547 L
95+00
40+00
0
0
0
0
0
2
3
CL
ML
SPT N
DI-52-06
STA 96+62, 838 R
ML
SM
G
G
0
0
0
0
0
0
0
SPT N
45+00
100+00
DI-7-06
P-9-06 STA 101+15, 2475 R
STA 46+59, 30 L
P-4-06
ML
STA 102+07, 37 R
SM
SM
0
6
3
2
2
2
3
SPT N
DI-49-06
50+00
105+00
STA 50+45, 651 R
H
H
SM
0
0
0
0
0
0 0
SPT N 0
2
2
2
2 3
3
SPT N
DI-39-06
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
NORTHSI
Mobile District
Sheet
M.MCKOW N F304C930.dgn
Reference
Number:
of Engineers
F-304
SOI PROFI
L LES ewed By:
Revi Sol t i
i aton Num ber
ci : Sym bol i i
Descr pton Date Approved
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1
4
5
2
3
6
1
ON I FEET
ELEVATI N ON I FEET
ELEVATI N
-30
-25
-20
-15
-10
-5
0
5
-30
-25
-20
-15
-10
-5
0
5
STA 110+19, 1237 R
DI-53-06
P-14-06
STA 110+58, 976 R
STA 165+75, 295 R
ML
SM
0
0
0
0
0
0
0
SPT N
SM
SM
DI-8-06
A
A
P-5-06
STA 112+17, 2470 R
STA 112+51, 44 R
ML
SM
115+00
170+00
0
0
0
0
0
0
0
SPT N
DI-14-06
STA 171+85, 2484 R
0
0
0
0
0
0
0
0
0
0
0
2
1
SPT N
ML
SM
DI-3-06
STA 118+35, 1560 R
B
B
MH
ML
120+00
175+00
0
0
0
0
0
0
0
0
3
4
4
3
5
2
3
0
0
0
0
0
0
0
0
SPT N
SPT N
SPT N
DI-9-06 DI-32-06 P-15-06
DI-23-06
STA 121+79, 2512 R STA 176+81, 1323 R
STA 176+68, 269 R
STA 121+87, 3445 L
SM
ML
SM
P-6-06
ML
STA 123+02, 142 R
SM
0
3
2
2
4
2
1
SPT N
DI-54-06
125+00
180+00
STA 125+08, 1264 R
SM
C
C
0
0
0
0
0
0
0
SPT N
DI-15-06
STA 182+34, 2525 R
ML
SM
0
0
0
0
0
7
3
3
5
5
3
SPT N
DI-27-06
STA 185+03, 4211 L
130+00
185+00
0
0
0
0
0
0
0
CH
SC
ML
SM
SP
SM
SPT N
DB-6-88
DI-10-06 STA 186+32, 9966 L
STA 131+89, 2469 R
ML
DB-5-88
D
D
P-11-06
STA 188+48, 10942 L
STA 133+62, 284 R
0
0
6
26
17
22
18
23
5
3
4
3
2
SPT N
SM
DI-34-06
0
0
4
2
2
2
2
8
8
4
2
SPT N
190+00
135+00
STA 190+11, 119 L
DI-24-06
SP
SM
STA 136+09, 3289 L
0
0
0
0
0
0
0
SPT N
0
0
3
3
3
2
4
8
3
CL
SM
SP
SM
SP
SM
ML
SPT N
DI-16-06
DI-33-06
STA 192+55, 2516 R
ML
SM
DB-4-88
STA 194+32, 11717 L
E
E
195+00
140+00
0
0
0
0
0
0
0
SPT N
0
6
6
2
2
2
2
2
3
3
3
4
4
SPT N
DI-11-06
0
0
2
2
2
3
5
4
4
DI-30-06
1
STA 142+42, 2564 R
SPT N
0
0
0
0
0
0
0
0
2
3
4
3
3
2
SPT N
DI-25-06
ML
STA 143+28, 3423 L DI-5-06
SM
P-12-06 STA 198+70, 1930 R
ML
SP
ML
ML
SM
ML
SM
STA 144+34, 228 R
SM
145+00
200+00
DB-3-88
STA 201+39, 12424 L
10
0
26
22
4
7
5
2
3
SPT N
0
0
0
0
0
0
0
SPT N
DI-36-06
F
F
DI-17-06 STA 202+60, 248 L
SM
STA 203+20, 2448 R
ML
0
6
4
2
3
4
5
3
4
SPT N
150+00
205+00
DI-35-06
STA 205+76, 1397 R
SM
0
0
0
0
0
0
0
SPT N
DI-12-06
STA 153+71, 2626 R
DB-2-88
G
G
ML
P-13-06
STA 209+69, 12889 L
0
0
0
4
2
3
3
1
1
1
1
STA 155+00, 264 R
SPT N
155+00
210+00
SM
DI-26-06
STA 156+23, 3539 L
MH
SM
SP
SM
0
0
0
0
0
0
0
SPT N
DI-18-06
0
0
0
0
0
0
0
0
0
0
0
0
0
0
STA 213+30, 2425 R
SPT N
DI-4-06
0
0
0
3
4
4
2
2
3
5
4
5
1
SPT N
STA 159+57, 1844 R
ML
DI-31-06
160+00
215+00
MH
ML
SM
STA 159+86, 1550 R
SM
H
H
0
0
0
0
0
0
0
SPT N
DI-13-06
STA 163+09, 2518 R
ML
DB-1-88
STA 219+38, 13141 L
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
NORTHSI
Mobile District
Sheet
M.MCKOW N F305C930.dgn
Reference
Number:
of Engineers
F-305
SOI PROFI
L LES ewed By:
Revi Sol t i
i aton Num ber
ci : Sym bol i i
Descr pton Date Approved
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1
4
5
2
3
6
1
ON I FEET
ELEVATI N
-30
-25
-20
-15
-10
-5
0
5
A
A
0
0
0
0
0
0
0
0
0
5
2
3
3
2
2
11
SPT N
DI-19-06
STA 221+84, 2331 R
DI-38-06
STA 222+20, 455 R
ML
SM
225+00
0
0
0
6
5
9
9
3
2
7
13
5
1
SPT N
DI-6-06
STA 226+54, 1700 R
B
B
ML
SM
230+00
0
0
0
0
0
0
1
SPT N
DI-20-06
STA 233+22, 2308 R
3
19
34
19
18
13
9
2
5
4
4
1
SPT N
ML
SM
ML
C
C
DI-28-06
STA 234+85, 2797 L
235+00
ML
SM
SP
SM
240+00
D
D
0
0
0
0
0
6
5
8
8
3
2
1
SPT N
DI-29-06
STA 244+29, 2546 L
ML
SM
SP
SM
245+00
E
E
250+00
F
F
G
G
H
H
gned By:
Desi Date:
SLAND,MS
DEER I
R
BREACH REPAI AND SHORE RESTORATI
ON U.S.ARMY ENGI
NEER DI
STRI
CT M.MCKOW N L
APRI 2010
I
I
NEERS
CORPS OF ENGI
Drawn By: CADD Code:
LE,ALABAMA
MOBI
S.TURNER CH07C930
Checked By: . O.Sheet Fi Nam e:
IS. le
BORROW AREA ( DE)
NORTHSI
Mobile District
Sheet
M.MCKOW N F306C930.dgn
Reference
Number:
of Engineers
Sym bol i i
Descr pton Date Approved
F-306
L LES
SOI PROFI Revi
ewed By: i aton Num ber
ci
Sol t i :
E.HERMAN - i i
Descr pton
US Army Corps
4
3
5
2
6
1