BB90_Plans_Advertisement_Set_11-08-22 Pg 16-29.pdf
PDF 17 MB Posted
- Attached to
- Big Bend Left Abutment Collector Pipe System Federal contract opportunity
- Solicitation number
- W9128F23B0005
About this file
This federal solicitation seeks a contractor to replace the left abutment collector pipe system near the toe of the dam at Fort Thompson, South Dakota. The work includes dewatering the area, properly disposing of contaminated soil and water, excavating and removing slotted and solid pipes, placing a two-stage filter, installing manholes, backfilling, and seeding. The two-step IFB process will begin with Step One posted on December 1st, 2022 and proposals due by January 4th, 2023 at 2:00 PM Central Time. A tentative site visit is scheduled for December 12th, 2022 at 10:00 AM Central Time. The solicitation number is W9128F23B0005 and is being issued by the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 02 61 13 AM0003.pdf | ||
| 01 22 00 AM0003 .pdf | ||
| 02 81 00 AM0003.pdf | ||
| W9128F23B0005 AM0003.pdf | ||
| Am0002 - Extend Due Date and WD.pdf | ||
| Pre-Bid-2023 Sign In_W9128F23B0005.pdf | ||
| Pre-Bid-Site Visit-Agenda_W9128F23B0005.pdf | ||
| W9128F23B0005 - BB Left Abutment Am0001.pdf | ||
| W9128F23B0005 - BB Left Abutment Step-1 IFB Solicitation.pdf | ||
| BB90_Plans_Advertisement_Set_11-08-22 Pg 1-15.pdf | ||
| W9128F23B0005 BB Left Abument Specs.pdf | ||
| BB90 Geotechnical Data Report STEP 1 Pg 1-268.pdf | ||
| BB90 Geotechnical Data Report STEP 1 Pg 685-804.pdf | ||
| BB90 Geotechnical Data Report STEP 1 Pg 269-562.pdf | ||
| BB90 Geotechnical Data Report STEP 1 Pg 563-684.pdf |
Show all 15
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C-504
O U
T F
A L L D
E T
A
IL
S B
B
C
.D
G
NEYE BOLT DETAIL
NO SCALE
(APPLICABLE TO RELIEF WELLS RW-66R, RW-66AR, RW-66B)
(APPLICABLE TO RELIEF WELLS RW-67R, RW-68R, RW-68AR, AND RW-68BR)
DETAIL I - RELIEF WELL OUTFALL
DETAIL H - RELIEF WELL CASING OUTFALL
R E
P L
A C
E M
E N
T R
E L
IE
F W
E L
NO SCALE
CONNECTION DETAIL PLAN.
6. ALL CONNECTION TYPES AND DETAILS MUST BE APPROVED IN THE PIPE PRODUCTION AND
GEOSNYTHETIC MAT MUST BE LIMITED TO THE EXTENT REQUIRED FOR OUTFALL INSTALLATION.
WELL CHANNEL MUST BE REMOVED PRIOR TO EXCAVATION. REMOVAL EXTENTS OF
5. FOR RW-66R AND RW-66AR, THE EXISTING GEOSYNTHETIC MAT ON THE SLOPE OF THE RELIEF
4. OUTFALL LENGTHS ARE SUBJECT TO FIELD VERIFICATION AND AS BUILT LOCATIONS.
RELIEF WELLS WILL BE INSTALLED THIS CONTRACT.
AND WILL BE PROVIDED TO THE CONTRACTOR. CASING OUTFALLS FOR THE REPLACEMENT
AWARD ARE APPROXIMATE. FINAL LOCATIONS MAY VARY FROM WHAT IS SHOWN ON DRAWINGS
3. LOCATION OF REPLACEMENT RELIEF WELLS TO BE INSTALLED BY USACE PRIOR TO CONTRACT
DAMAGED.
2. CONTRACTOR MUST ENSURE THAT THE BENTONITE SEAL IS NOT EXCAVATED OR OTHERWISE
SPECIFICATION 02 61 13.
1. ALL CONTAMINATED SOILS WILL BE HANDLED AND DISPOSED OF IN ACCORDANCE WITH
:NOTES
S
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
B
N
V E
M B
E R
F L
O W
DOWNSTREAM
UPSTREAM
V A
R
IE
S
FLOW
APPLICABLE
MANHOLE, IF
INSTALL 36" I.D. HDPE CASING
(APPLICABLE TO ALL RELIEF WELLS, EXCEPT RW-66B (SEE NOTE 5 FOR RW-66R AND RW-66AR)
COLLECTOR PIPE
HDPE RELIEF WELL
NEW SOLID/SLOTTED
PLAN - TYPICAL REPLACEMENT RELIEF WELL CASING OUTFALL
(SEE NOTE 4)
HDPE PIPE
INSTALL 8"
(SEE NOTE 6)
HDPE PIPE
ATTACH 8" I.D.
WELL ELEVATION
7 FOR TOP OF RELIEF
RISER PIPE. SEE TABLE
CUT EXISTING STEEL
(SEE NOTE 2)
EXISTING BENTONITE SEAL
(SEE NOTE 3)
WELL INSTALLED BY USACE
REPLACEMENT RELIEF
36" DIAMETER HDPE CASING
TYPICAL DETAIL FOR SOLID WALL
3"
5"
1'- 0"
1' - 0"
2.5"
O U T S
ID
E O
F R
IS
E R
1/2"
1/2"
FOR RELIEF WELL CASINGS
ALUMINUM COVER DETAIL
NO SCALE
33 26 00.00 10
SPECIFICATION
REQUIRMENTS SEE
NOTE: FOR LOCKING
FLOW
(SEE NOTES 4 AND 5)
WELL CASING OUTFALL PIPE
INSTALL 8" HDPE RELIEF
EXISTING FILTERPACK
DEPTH VARIES, SEE NOTE 2.
EXISTING BENTONITE SEAL
BE REMOVED
SLURRY FILLING TO
EXISTING BENOTNITE
APPROXIMATE GROUND EL.
CHANNEL FILL
FINAL GRADE
DEPTH VARIES
INTERMITTENT ANCHORING
AND SEEDING
6" TOPSOIL
12" IMPERVIOUS FILL
EXISTING 3" GRAVEL
AGGREGATE
EXISTING 6" FINE
FINE AGGREGATE
EXISTING 6"
GRAVEL
EXISTING 6"
FILTER SAND
SEE THIS SHEET FOR DETAIL
INSTALL ALUMINUM COVER
AND SEEDING
6" TOPSOIL
2' MIN.
SEE REINFORCEMENT DETAIL.
REINFORCEMENT MID DEPTH.
BASE SLAB WITH #4
INSTALL 4'X4'X6" CONCRETE
AREAS. SEE NOTE 5.
TO BE REMOVED IN EXCAVATED
GEOSYNTHETIC MAT
WITH ANCHORED
EXISTING 3" GRAVEL
2" INTO CONCRETE SLAB.
EMBED 36" HDPE CASING
ELEVATION.
CUT EXISTING RISER PIPE TO FINAL
BACKFILL
RANDOM
BACKFILL
RANDOM
BACKFILL
RANDOM
BEDDING
FILTER SAND
COLLECTOR PIPE
NEW 18" HDPE
INSTALL 36" HDPE CASING
ELEVATION.
FOR OUTFALL INVERT
REFER TO TABLE 4
PIPE BEDDING DETAILS
SEE SHEET C-505 FOR
DOWNSTREAM
UPSTREAM
(SEE NOTE 6)
HDPE PIPE
ATTACH 8" I.D. 5
.7
RW-66B
COLLECTOR PIPE
NEW 18" HDPE
FLOW
F L O
W
PLAN - RELIEF WELL RW-66B CASING OUTFALL
(APPLICABLE ONLY TO RELIEF WELL OUTFALL RW-66B)
(SEE NOTE 4)
NEW 18" HDPE COLLECTOR PIPE
FROM RW-66B TO CONNECT TO
EXTEND EXISTING HDPE OUTFALL
FROM RW-66B
EXISTING OUTFALL
3/16" ALUMINUM DISC PLATE
6 1/2"
2"
3 7/8"
WELD
4 1/4" R.
1 1/16" R.
/4
WATERTIGHT WELD
RELIEF WELL VALVE ASSEMBLY DETAIL
DISC GUIDES
3/8" ALUMINUM ROD
NO SCALE
LIFTING HANDLE
WITH STAINLESS STEEL CLAMP TO CASING
ATTACH STAINLESS STEEL WIRE ROPE
SEE DETAIL THIS PAGE
RELIEF VALVE ASSEMBLY
SEE DETAIL THIS SHEET
INSTALL ALUMINUM COVER
(SEE NOTE 2)
EXISTING BENTONITE SEAL
FILTER SAND BEDDING
APPROX. GROUND ELEV.
TABLE 4 FOR INVERT ELEVATION.
OUTFALL PIPE (SEE NOTE 4) AND
8" SOLID CORRUGATED HDPE
(SEE NOTE 3)
WELL INSTALLED BY USACE
REPLACEMENT RELIEF
36" DIAMETER HDPE CASING
TYPICAL DETAIL FOR SOLID WALL
6"
2' MIN.
2" INTO CONCRETE BASE
EMBED 36" HDPE PIPE
NO SCALE
AND SEEDING
6" TOPSOIL
1'- 0"
O U T S
ID
E O
F R
IS
E R
SEE REINFORCEMENT DETAIL.
REINFORCEMENT MID DEPTH.
BASE SLAB WITH #4
INSTALL 4'x4'x6" CONCRETE
DETAIL, THIS SHEET
SEE EYE BOLT
RANDOM BACKFILL
RANDOM BACKFILL
LOCKING PURPOSES
IRON CHAIN FOR
3"
3"
3"
REINFORCEMENT DETAIL
RELIEF WELL CASING BASE SLAB
14" 14"
AT MID-DEPTH
REINFORCEMENT
INSTALL # 4
WITH NUT
3/8" EYE BOLT
HDPE WALL THICKNESS
DETAIL FOR EYE BOLT LOCATION
NOTE: SEE 36" HDPE CASING
APPROX. GROUND EL.
FLOW
DEPTH VARIES, SEE NOTE 2
EXISTING BENTONITE SEAL
2' MIN.
AND SEEDING
6" TOPSOIL
AGGREGATE
COARSE
AND SEEDING
6" TOPSOILAND SEEDING
6" TOPSOIL
FILTER SAND
BE REMOVED
SLURRY FILL TO
EXISTING BENTONITE
SEE DETAIL THIS SHEET
INSTALL ALUMINUM COVER
FILTERPACK
EXISTING
2" INTO CONCRETE SLAB.
EMBED 36" HDPE CASING
ELEVATION.
CUT EXISTING RISER PIPE TO FINAL
HDPE CASING
INSTALL 36"
BACKFILL
RANDOM
BACKFILL
RANDOM
BACKFILL
RANDOM
24" IMPERVIOUS BACKFILL
INVERT ELEVATION
FOR OUTFALL
REFER TO TABLE 4
SEE REINFORCEMENT DETAIL.
REINFORCEMENT MID DEPTH.
CONCRETE BASE SLAB WITH #4
INSTALL 4'x4'x6" CAST-IN PLACE
PIPE BEDDING DETAILS
SEE SHEET C-505 FOR
(SEE NOTE 4)
OUTFALL PIPE
RELIEF WELL CASING
INSTALL 8" HDPE
APPLICABLE
OUTLINE IF
MANHOLE
COLLECTOR PIPE
NEW 12" SLOTTED HDPE
COARSE AGGREGATE BEDDING
FILTER SAND BEDDING
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
NOT TO SCALE
AGGREGATE
COARSE
VARIES12" 12" 12"12"
12"
MIN. 12"
FILTER SAND
12" FILTER SAND BEDDING
SEE NOTE 1.
REPOSE
ANGLE OF
12" COARSE AGGREGATE BEDDING (SEE NOTE 2)
6" TOPSOIL
DETAIL FOR SLOTTED HDPE FOR LEFT ABUTMENT COLLECTOR PIPE
(STATIONS 0+00 TO 7+20, 10+00 TO 13+03, 14+00 TO 15+04, 16+00 TO 16+73)
PIPE TYPES AND EXTENTS. ALSO SEE NOTE 4.
SLOTTED HDPE PIPE. SEE PROFILE SHEETS FOR
SEE NOTE 1
REPOSE
ANGLE OF
(SEE NOTE 5)
24" - IMPERVIOUS BACKFILL
12" Min. 12" Min.
ORIGINAL GROUND SURFACE
HDPE PIPE
8" SOLID
NO SCALE
AND SEED
6" TOPSOIL
BACKFILL
RANDOM
SAND BEDDING
MIN. 6" FILTER
EXCAVATION
TRENCH
DETAIL J - REPLACEMENT RELIEF WELL OUTFALLS
(SEE NOTE 1)
REPOSE
ANGLE OF
(EXCEPT RW-66B AND RW-67R)
V A
R
IE
S D
E P
T H
NOT TO SCALE
AGGREGATE
COARSE
12" 12" 12"12"
MIN. 12"
FILTER SAND
6 - 8 FEET, FIELD VERIFY
APPROXIMATE DISTANCE
POWER POLE
DEPTH UNKNOWN
12"
TO PROTECT POWER POLES
TEMPORARY SHORING OR BRACING
PROJECTED EXCAVATION
24" - IMPERVIOUS BACKFILL
6" TOPSOIL
(STATIONS 3+20 TO 3+30)
TRENCH EXCAVATION DETAIL FOR RW COLLECTOR PIPE NEAR POWERPOLE
NOTE 1
REPOSE SEE
ANGLE OF
AND EXTENTS.
PROFILES PIPE TYPES
15" SOLID HDPE (SEE
15"
12" FILTER SAND BEDDING
(SEE NOTE 2)
12" COARSE AGGREGATE BEDDING
FILTER SAND
12" IMPERVIOUS FILL
6" TOPSOIL
CHANNEL
TOP OF EXISTING
EXTENSION
24" RCP
OUTFALL
NEW 18" HDPE
DEPTH VARIES
TOP OF EXISTING CHANNEL
EXISTING 6" FINE AGGREGATE
INTERMITTENT ANCHORING, DEPTH VARIES
EXISTING 3" GRAVEL
REMOVED IN EXCAVATION AREAS
FILLED WITH GRAVEL - TO BE
EXISTING 3" GEOSYNTHETIC MAT
EXISTING GRAVEL
EXISTING FINE AGGREGATE
SEE NOTE 6
STABILIZATION RIPRAP
SEE NOTE 7
FILTER SAND BEDDING
DEPTH VARIES
NOT TO SCALE
FILTER SAND
6" TOPSOIL
EXISTING GROUND
12"12"
DEPTH VARIES
8"
6" FILTER SAND BEDDING
FILL DETAIL - RELIEF WELL RW-66B HDPE OUTFALL EXTENSION
12" - IMPERVIOUS FILL (SEE NOTE 5)
SOLID HDPE PIPE
NOT TO SCALE
FILTER SAND
6" TOPSOIL
(STATIONS 7+20 TO 8+15)
SEE NOTE 1.
REPOSE
ANGLE OF
EXISTING GROUND
18" 24"24"
6" FILTER SAND BEDDING
12" - IMPERVIOUS BACKFILL (SEE NOTE 5)
DEPTH VARIES
EXCAVATION AND BACKFILL DETAIL - 18" HDPE COLLECTOR PIPE
SOLID HDPE PIPE
SEE NOTE 1
REPOSE
ANGLE OF
24" CMP
MIN 12" COVER
IMPERVIOUS FILL
2'2'
6" TOPSOIL AND SEEDING
6" FILTER SAND BEDDING
EXISTING GRADE
CROSSING STATION 21+05
RELIEF WELL COLLECTOR PIPE
C-505
C
.D
G N
P
IP
E B
E D
D
IN
G A
N D B
A C
K F
IL
D E
T A
IL
S
N E
W P
IE
Z O
M E
T E
R D
E T
A
IL
NO SCALE
TYPICAL CROSS SECTION - RELIEF WELL CHANNEL FILL DETAIL
NO SCALE
(STATIONS 20+70 TO 21+08)
DETAIL A - CULVERT "A" 24" CMP EXTENSION
EXCAVATION. REMOVAL EXTENTS OF GEOSNYTHETIC MAT MUST BE LIMITED TO THE EXTENT REQUIRED FOR OUTFALL INSTALLATION.
7. FOR 24-INCH RCP EXTENSION AND RELIEF WELL COLLECTOR PIPE, THE EXISTING GEOSYNTHETIC MAT ON THE SLOPE OF THE RELIEF WELL CHANNEL MUST BE REMOVED PRIOR TO
GEOSYNTHETIC MAT. SEE SHEET FIO-12 FOR ADDITIONAL INFORMATION.
6. CONTRACTOR MAY ENCOUNTER STABILIZATION RIPRAP FROM PREVIOUS CONTRACT IN BOTTOM AND WEST SLOPE OF RELIEF WELL CHANNEL BENEATH THE GRAVEL-FILLED
5. IMPERVIOUS BACKFILL TRANSITIONS FROM 24 INCHES THICK AT STATION 6+89 TO 12 INCHES THICK AT STATION 7+39.
STATIONS 7+20 AND 7+21.
4. COARSE AGGREGATE BACKFILL SURROUNDING THE SLOTTED HDPE ON THIS DETAIL SHALL EXTEND LATERALLY 1 FOOT PAST THE SLOTTED PIPE TO SOLID HDPE TRANSITION BETWEEN
02 82 00, TITLED ASBESTOS-CONTAINING MATERIAL FOR DISPOSAL REQUIREMENTS.
3. THE EXISTING 8", 12" AND 15" PERFORATED CMP, RISERS 1, 2, 3, AND 4 ALONG WITH RELIEF WELL OUTFALLS HAVE ASBESTOS TREATED BITUMINOUS COATED PIPE. SEE SPECIFICATION
PURPOSES AS LONG AS MINIMUM THICKNESS REQUIREMENTS FOR COARSE AGGREGATE AND FILTER SAND ARE MAINTAINED.
2. COARSE AGGREGATE LIMITS SHOWN ON THIS SHEET DEPICT MINIMUM LAYER THICKNESS. CONTRACTOR MAY INCREASE LAYER THICKNESS AS NECESSARY FOR CONSTRUCTIBILITY
VERTICAL EXCAVATION AND TRENCH BOXES AND/OR OTHER MEANS OR METHODS MAY BE USED, SUBJECT TO APPROVAL OF THE SHORING PLAN SUBMITTAL AND THE COR.
1. THE EXCAVATION AND SLOPES SHOWN ON THIS SHEET ARE FOR VISUAL REFERENCE ONLY. ALL EXCAVATIONS MUST MEET ALL FEDERAL AND OSHA REQUIREMENTS FOR EXCAVATION.
NOTES:
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s ig n
R
L
IE
F W
E L L M
O D
IF
IC
A T
IO
N
FIO-1
P L
A N
S A
N D D
E T
A
IL
P
L A
N
(1
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s
L
IE
F W
E L L M
O D
IF
IC
A T
IO
N
FIO-2
P R
O F
IL
E S
(1
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s
L
IE
F W
E L L M
O D
IF
IC
A T
IO
N
FIO-3
D E
T A
IL
S
(1
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
FIO-4
M
B A
N K
M E
N T F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R S
L
IN
E J S
T A
T
IO
N
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s
FIO-5
M
B A
N K
M E
N T F
O U
N D
A T
IO
N P
IE
Z O
M E
T E
R S
L
IN
E
H S
T A
T
IO
N
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
FIO-6
P
IE
Z O
M E
T E
R S O
B S
E R
V A
T
IO
N S
R E
L
IE
F W
E L L A
N D R
E L
IE
F W
E
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
FIO-7
O
IL
B
O R
IN
G L
O C
A T
IO
N M
A P
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
FIO-8
G E
O L
O G
IC
P
R O
F
IL
E A -A
S U
B S
U R
F A
C E I
N V
E S
T
IG
A T
IO
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s
FIO-9
E
O L
O G
IC
P
R O
F
IL
E B -B
S U
B S
U R
F A
C E I
N V
E S
T
IG
A T
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
O L
O G
IC
P
R O
F
IL
E C -C
FIO-10
S U
B S
U R
F A
C E I
N V
E S
T
IG
A T
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
O L
O G
IC
P
R O
F
IL
E A -A
R E
P L
A C
E M
E N
T W
E L L
FIO-11
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
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
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
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
.1
X
W
F
C x x x x
W
F
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
F O
R T T
H O
M P
S O
N S
O U
T H D
A K
O T
A
B
IG
B
E N
D D
A M L
A K
E S
H A
R P
E
C O
L L E
C T
O R P
IP
E S
Y S
T E
M
R E
P L
A C
E M
E N
T O
F L
E F
T A
B U
T M
E N
T
K P
B
C L
R
C L
R
B J L
R J
C
B J L
A
V E
M B
E R
FIO-12
C H
A N
N E
L S
T A
B
IL
IZ
A T
IO
N R
IP
R A
P
D /S L
E F
T A
B U
T M
E N
T S
U B
D R
A
IN
R
E H
A
File details come from the government source that posted it. Updated .