Waconda_Drawings.pdf
PDF 9 MB Posted
- Attached to
- Lake WaConDa Levee Repair
- Solicitation number
- W9128F-13-B-0002
About this file
W9128F-13-B-0002 Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_13-B-0002.pdf | ||
| Am0003.pdf | ||
| Am0002.pdf | ||
| Am0001.pdf | ||
| WaConDa_Specs.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
Omaha District
Omaha District of Engineers
US Army Corps
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE
SET DATED
THE FOLLOWING SIGNATURES BELOW INDICATE OFFICIAL APPROVAL OF ALL DRAWINGS IN THIS
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
PE
SECTION
SECTION
RA
STRUCT/INTER
MECH
ENVIR
ELECT
CIVIL
ARCH
GEOT
CADD
PROJECT COORD.
LAKE WACONDA 2011 LEVEE
REPAIRS
LAKE WACONDA, NEBRASKA
CASS COUNTY
BCOE
DECEMBER 2012
:1 in
M R
F
G .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
G .d g n
G-002
IN
D
E X
INDEX
DESIGN FILE SHEET NO. DESCRIPTION
X
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
MRF1-B-108
MRF1-B-107
MRF1-B-106
MRF1-B-105
MRF1-B-104
MRF1-B-103
MRF1-B-102
MRF1-B-101
MRF1-G-003
MRF1-G-002
B-108
B-107
B-106
B-105
B-104
B-103
B-102
B-101
G-003
G-002
BORROW SAMPLE ANALYSIS
REPAIR AREA 8, PLAN AND SECTION
REPAIR AREA 8, EXISTING CONDITIONS
REPAIR AREA 7, PLAN AND SECTION
REPAIR AREA 4, 3 OF 3, PLAN AND SECTION
REPAIR AREA 4, 2 OF 3, PLAN AND SECTION
REPAIR AREA 4, 1 0F 3, PLAN AND SECTION
OVER VIEW MAP, REPAIR AREAS, BORROW AREA
LOCATION MAP
INDEX
:1 in
M R
F
G .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
G .d
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
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
N
V
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
.0 in
M R
F
G .d g n
C
R
C L
R S
M B
L O
C A
T
IO
N M
A P
G-003
.0 in
M R
F
G .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
G .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
CONTROLPOINT
CONTROLPOINT
CONTROL
.0 in
M R
F
B .d g n
AREA 7 REPAIRS
AREA 8 REPAIRS
W A C
O N D
A R
O A
D
30TH AVE
MID LAKE DR
W SHORE DR
E L
A K
E D
R
W S
H O
R E D
R
W
SHORE D
R
E L
A K
E D
R
B U
L L F
R O
G B
A Y D
R
E L
AKE D
R
W S
H O
R E D
R
AREA 4 REPAIRS
O V
E R
V
IE
W M
A P
R E
P A
IR
A
R E
A S
B O
R R
O W A
R E
A
ROAD CENTERLINE
LEVEE CENTERLINE
LEGEND
B-101
BORROW AREA
POTENTIAL
ELEV 943.422
E 2789404.322
N 397083.352
BRASSCAP 576.8R
SEE NOTES
AREA
STAGING
AREA
POTENTIAL TOPSOIL
600’0 300’
SCALE 1" = 300’ - 0"
2 & 2A
POTENTIAL TOPSOIL LOCATIONS
REPAIR AREAS
SEE SHEET B-108 FOR ANALYSIS DETAILS
LOCATION OF BORROW SAMPLE
AREA
POTENTIAL TOPSOIL
SID.
7. DISTURBANCE TO WETLANDS AREA WILL BE RESTORED BY LAKE WACONDA
6. CLEARING AND GRUBBING IS REQUIRED FOR REPAIR AREAS 4 AND 7 ONLY.
5. SEE SHEET B-108 FOR BORROW SAMPLE ANALYSIS DATA.
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAD88).
4. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE
PLANE COORDINATE SYTSTEM FOR NEBRASKA.
TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE
3. GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER
THE BORROW AREA AND THE REPAIR AREAS.
2. UTILIZATION OF THE LEVEE CREST IS REQUIRED TO ACCESS
REPAIRED TO PRE CONSTRUCTION CONDITIONS.
DAMAGES TO ROADS UTILIZIED FOR HAUL AND ACCESS WILL BE
HAUL AND ACCESS SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS.
ACTIVITY DOES NOT DEGRADE LEVEE. ALL ROADS UTILIZED FOR
HAULING MATERIAL IS REQUIRED TO ENSURE CONSTRUCTION
1. PRE AND POST SURVEYS OF THE LEVEE CREST USED FOR
NOTES:
48+00
+0
+0
+0
+0
+0
0 6 0 6 0 6
B-102
C O
N T
R O
L P
O
IN
T in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
E L E
V A
T
IO
N F
E E
T
0 10 20 30 40-10-20-30-40
E L E
V A
T
IO
N F
E E
T
DISTANCE IN FEET
C L
-50-60
RIVERSIDE LANDSIDE
1 O N 3
1 ON 3
15’
SEE N
OTE
S
LEVEE TOE
APPROXIMATE
SEE NOTES
REPAIR LIMITS
APP
ROX.
15’
.0 in
M R
F
B .d g n
E
P A
IR
A
R E
A
O
F
0 120’60’
SCALE: 1" = 60’ - 0"
E L
A K
E D
R
SCALE:
HORIZ. 1 INCH =
VERT. 1 INCH =
FT.
FT.10
M A
T C
H L
IN
E S
H E
E T B -1
B-102
TYPICAL SECTION 1
B-102
P L
A N A
N D S
E C
T
IO
N
SEEDING/TOPSOIL LIMITS
CLEARING/GRUBBING
ROAD CENTERLINE
LEVEE CENTERLINE
LEGEND
AND SEED
ADD 6" TOPSOIL
SLOPE.
3. ADD 6" OF TOPSOIL AND BLEND INTO EXISTING
RIVER.
GRASS) AND 15 FEET FROM THE TOE TOWARDS THE
TO A DEFINITIVE CHANGE IN VEGETATION (WEEDS TO
EXTEND APPROXIMATELY 15 FEET UP THE SLOPE OR
2. REPAIR LIMITS ON LEVEE RIVERSIDE SLOPE WILL
AND SEEDING. SEE SPECS AND SCOPE OF WORK (SOW).
ACCORDANCE WITH THE SOW FOLLOWED BY TOPSOIL
THIS AREA CONSISTS OF CLEARING AND GRUBBING IN
1. REPAIR AREA IS SHOWN IN HATCHING. REPAIRS FOR
LAKE WACONDA
73+
74+
75+
76+
77+
78+
79+
80+
81+
82+
83+
B-103
.0 in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
E L E
V A
T
IO
N F
E E
T
0 10 20 30-10-20-30-40-50
E L E
V A
T
IO
N F
E E
T
DISTANCE IN FEET
C L
RIVERSIDE LANDSIDE
1 O N 3
1 ON 3
15’
SEE N
OTE
S
LEVEE TOE
APPROXIMATE
SEE NOTES
REPAIR LIMITS
APP
ROX.
15’
.0 in
M R
F
B .d g n
P A
IR
A
R E
A
O
F
E L
A K
E D
R
0 120’60’
SCALE: 1" = 60’ - 0"
LAKE WACONDA
E LAKE DR
SCALE:
HORIZ. 1 INCH =
VERT. 1 INCH =
FT.
FT.10
M A
T C
H L
IN
E S
H E
E T B -1
M A
T C
H L
IN
E S
H E
E T B -1
B-103
TYPICAL SECTION 2
B-103
P L
A N A
N D S
E C
T
IO
N
SLOPE.
3. ADD 6" OF TOPSOIL AND BLEND INTO EXISTING
RIVER.
GRASS) AND 15 FEET FROM THE TOE TOWARDS THE
TO A DEFINITIVE CHANGE IN VEGETATION (WEEDS TO
EXTEND APPROXIMATELY 15 FEET UP THE SLOPE OR
2. REPAIR LIMITS ON LEVEE RIVERSIDE SLOPE WILL
AND SEEDING. SEE SPECS AND SCOPE OF WORK.
ACCORDANCE WITH THE SOW FOLLOWED BY TOPSOIL
THIS AREA CONSIST OF CLEARING AND GRUBBING IN
1. REPAIR AREA SHOWN IN HATCHING. REPAIRS FOR
NOTES:
SEEDING/TOPSOIL LIMITS
CLEARING/GRUBBING
ROAD CENTERLINE
LEVEE CENTERLINE
LEGEND
AND SEED
ADD 6" TOPSOIL
83+00 84+00 85+00 86+00 87+00 88+00 89+00
90+00 91+00 92+00
93+00 94+00 95+00 96+00 97+00 98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
B-104
.0 in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
E L E
V A
T
IO
N F
E E
T
0 10 20 30 40-10-20-30-40
E L E
V A
T
IO
N F
E E
T
DISTANCE IN FEET
C L
-50-60
RIVERSIDE LANDSIDE
1 O
N 3 1 ON 3
15’
SEE N
OTE
S
LEVEE TOE
APPROXIMATE
SEE NOTES
REPAIR LIMITS
APP
ROX.
15’
.0 in
M R
F
B .d g n
P A
IR
A
R E
O
F
0 120’60’
SCALE: 1" = 60’ - 0"
TYPICAL SECTION 3
B-104
B-104
M A
T C
H L
IN
E S
H E
E T B -1
P L
A N A
N D S
E C
T
IO
N
SLOPE.
3. ADD 6" OF TOPSOIL AND BLEND INTO EXISTING
RIVER.
GRASS) AND 15 FEET FROM THE TOE TOWARDS THE
TO A DEFINITIVE CHANGE IN VEGETATION (WEEDS TO
EXTEND APPROXIMATELY 15 FEET UP THE SLOPE OR
2. REPAIR LIMITS ON LEVEE RIVERSIDE SLOPE WILL
AND SEEDING. SEE SPECS AND SCOPE OF WORK.
ACCORDANCE WITH THE SOW FOLLOWED BY TOPSOIL
THIS AREA CONSIST OF CLEARING AND GRUBBING IN
1. REPAIR AREA SHOWN IN HATCHING. REPAIRS FOR
NOTES:
SEEDING/TOPSOIL LIMITS
CLEARING/GRUBBING
LEVEE CENTERLINE
LEGEND
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00 21+00 22+00 23+00
24+00
25+00
26+00
27+00
28+0
29+00 30+00
31+00
32+00 33+00
34+00 35+0
36+00
37+0
38+00 39+00
40+00
B-105 in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
E L E
V A
T
IO
N F
E E
T
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N F
E E
T
RIVERSIDE LANDSIDE
CL
DISTANCE IN FEET
1 O N 3
1 ON 3
15’
SEE N
OTES
LEVEE TOE
APPROXIMATE
SEE NOTES
REPAIR LIMITS
APP
ROX. 1
5’
.0 in
M R
F
B .d g n
A P
A
IR
A
R E
A
O
F
LAKE WACONDA
MISSOURI RIVER
E LAKE DR
E LAKE DR
W SHORE DR
0 200’100’
SCALE: 1" = 100’ - 0"
W S
H O
R E D
R
W SHORE DR
SCALE:
HORIZ. 1 INCH =
VERT. 1 INCH =
FT.
FT.10
TYPICAL SECTION 4
B-105 B-105
P L
A N A
N D S
E C
T
IO
N
SEE NOTES
SEE NOTES
REMOVAL IS REQUIRED FOR THE REPAIRS.
4. REPAIR AREA HATCHING IS APPROXIMATE, NO TREE
SLOPE.
3. ADD 6" OF TOPSOIL AND BLEND INTO EXISTING
RIVER.
GRASS) AND 15 FEET FROM THE TOE TOWARDS THE
TO A DEFINITIVE CHANGE IN VEGETATION (WEEDS TO
EXTEND APPROXIMATELY 15 FEET UP THE SLOPE OR
2. REPAIR LIMITS ON LEVEE RIVERSIDE SLOPE WILL
AND SEEDING. SEE SPECS AND SCOPE OF WORK.
ACCORDANCE WITH THE SOW FOLLOWED BY TOPSOIL
THIS AREA CONSIST OF CLEARING AND GRUBBING IN
1. REPAIR AREA SHOWN IN HATCHING. REPAIRS FOR
NOTES:
SEEDING/TOPSOIL LIMITS
CLEARING/GRUBBING
ROAD CENTERLINE
LEVEE CENTERLINE
LEGEND
in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
15+
20+
B-10
.0 in
M R
F
B .d g n
P A
IR
A
R E
A
50’ 100’0
SCALE: 1" = 50’ - 0"
E X
IS
T
IN
G C
O N
D
IT
IO
N S
LAKE WA CON DA
LAKE WA CON DA
MISSOURI RIVER
LEVEE CENTERLINE
LEVEE CENTERLINE
LEVEE CENTERLINE
E L
AKE D
R
E L
A K
E D
R
W S
HORE D
R
W
SHORE D
B-106
APPROXIMATE CONSTRUCTION LIMITS
ROAD CENTERLINE
LEVEE CENTERLINE
LEGEND
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
LIMITS
CONSTRUCTION
SHEET B-101.
2. SURVEY INFORMATION AND PIN LOCATION CAN BE FOUND ON
WA CON DA SID #1.
OF ACCESS RAMP(S) FOR APPROVAL BY THE COR AND LAKE
1. CONTRACTOR SHALL SUBMIT PROPOSAL FOR THE LOCATION
NOTES
in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
15+00
20+00
25+
B-107
0 940
E L E
V A
T
IO
N F
E E
T
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30
E L E
V A
T
IO
N F
E E
T
CL
GEOTEXTILE
2.0’
50’ MIN
1 ON 4
DISTANCE IN FEET
GRADE
EXISTING
OF LEVEE
APPROXIMATE TOE
RIVERSIDE LANDSIDE
GRADE
EXISTING
APPROX. 5’
SLOPE TO DRAIN
OF LEVEE ON FACE OF BERM
PLACE RIPRAP REMOVED FROM TOE
ELEVATION 941
SAND FILL
SEE DETAIL THIS SHEET
GEOTEXTILE
TRENCH IN
NEW RIPRAP SHALL BE
ELEVATION 935.0 SEE NOTES
ELEVATION 938.85 NORMAL OPERATING POOL
PROJECT COMPLETION
SPONSOR POST
TO BE PLACED BY
6 - 12" OF TOPSOIL
NEW BERM
AND USED WITH
TO BE REMOVED
EXISTING RIPRAP
.0 in
M R
F
B .d g n
P A
IR
A
R E
A
LEVEE CENTERLINE
LEVEE CENTERLINE
LEVEE CENTERLINE
0 120’60’
SCALE: 1" = 60’ - 0"
SCALE:
HORIZ. 1 INCH =
VERT. 1 INCH =
FT.
FT.10
TYPICAL SECTION 5
B-107
B-107
P L
A N A
N D S
E C
T
IO
N
GEOTEXTILE
RIPRAP
GROUND
EXISTING
GEOTEXTILE TRENCH DETIAL
NO SCALE
3.1
1’
PROJECT COMPLETION
BY SPONSOR POST
TOPSOIL TO BE PLACED
THICK.
EXISTING RIPRAP IS APPROXIMATELY 1.5 FEET
UTILIZED FOR THE FACE OF THE NEW BERM.
SLOPE WITHIN THE CONSTRUCTION AREA MAY BE
3. ALL EXISTING RIPRAP LOCATED ON THE LANDSIDE
INCHES.
DURING CONSTRUCTION TO BE AROUND 935.00 +/- 6
2. CONTRACTOR CAN ANTICIPATE THE WATER LEVEL
2012.
1. WATER ELEVATION 938.85 SURVEYED IN OCTOBER
in
M R
F
B .d g n
G
E D
X C
L R
U d w g s g e o t e c h
C A
D D
C A
D D
M R
F
B .d
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
N
W
F
X
C
X X
W
F
X
X
X X
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
L A
K E W
A C
O N
D A
L
E V
E E R
E P
A
IR
S
L A
K E W
A C
O N
D A
N E
B R
A S
K A
C L
R
C L
R S
M B
M R
F
C L
R
.0 in
M R
F
B .d g n
B-108
B
R R
O W S
A M
P L E A
N A
L Y
IS
FOR ANALYSIS.
1. SEE SHEET B-101 FOR THE LOCATIONS OF THE SAMPLES OBTAINED
| MRF1-G-001 |
| MRF1-G-002 |
| MRF1-G-003 |
| MRF1-B-101 |
| MRF1-B-102 |
| MRF1-B-103 |
| MRF1-B-104 |
| MRF1-B-105 |
| MRF1-B-106 |
| MRF1-B-107 |
| MRF1-B-108 |
File details come from the government source that posted it. Updated .