Am-0002-DRAWINGS.pdf
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- Attached to
- Automated Infantry Platoon Battle Course (IPBC) for Ft. Carson, CO Federal contract opportunity
- Solicitation number
- W9128F17R0078
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Amendment 0002 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Am-0006_W9128F-17-R-0078.pdf | ||
| Am-0004_W9128F-17-R-0078.pdf | ||
| Am-0004-DRAWINGS.pdf | ||
| FCBAC-SP0001.dgn | — | |
| FCBAC-SP2D01.dgn | — | |
| Am-0003-DRAWINGS.pdf | ||
| FCBAC-GP2D01.dgn | — | |
| FCBAC-GP2D01.dgn | — | |
| FCBAV-SP0002.dgn | — | |
| FCBAV-SP0002.dgn | — | |
| Am-0003-W9128F-17-R-0078.pdf | ||
| FCBAC-GP0001.dgn | — | |
| FCBAC-SP0001.dgn | — | |
| FCBAC-SP2D01.dgn | — | |
| FCBAC-GP0001.dgn | — | |
| Am-0002_W9128F-17-R-0078.pdf | ||
| Am-0001_W9128F-17-R-0078.pdf | ||
| FCBA__ADVERTISEMENT.PDF | ||
| FCBA__ADVERTISEMENT_-_HALF_SIZE.pdf | ||
| RTA-SPECS_W9128F-17-R-0078_AIPBC_Fort-Carson.pdf |
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S O
L
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IT
A T
IO
N N
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F
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A M
E
D W
N B
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D B
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
INDEX
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
O M
A H
A D
IS
T R
IC
T
F C
B A
G -0
.d g n
L .B .C
L .B .C
L .B .C
L .B .C
IN
D
E X
G-002
/2
/2
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
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B A
T T
L E C
O U
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E
F -9
-0
P N
F
Y
F O
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A R
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N
C O
L O
R A
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W F -1
-R -0
A
M
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N E
R A
L R
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IS
IO
N S
/2
/2
L .B .C
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
INDEX
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
O M
A H
A D
IS
T R
IC
T
L .B .C
L .B .C
L .B .C
L .B .C
/2
/2
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
F -9
-0
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
G -0
B .d g n
IN
D
E X C
O N
T
IN
U E
D
G-002B
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
W F -1
-R -0
A
M
E
N E
R A
L R
E V
IS
IO
N
/2
/2
L .B .C
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
3 109 111
110 112
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
LEGEND:
NOTE:
F
-9
-0
C A
F
C A
F
A N
S I
D
B-110
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
G G
L
A R
E A
/2
/2
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B P
F A
M R
E V
IS
E D A
N D R
E D
R A
W N
/2
/1
FC16-21
FC16-25 (located 76 feet west)
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
109 111
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-111
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B
P F
A M R
E V
IS
E D A
N D R
E D
R A
W N
/2
/1
FC16-24
.3
.5
.6
.6
.7
.8
.9
.3
.9
.8
.8
.0
.2
.2
.4
.8
.9
.1
.2
.3
.3
.8
.9
.1
.0
.1
.9
.9
.9
.1
.4
.9
INV. = 6117.23
.5
C M
P
INV. = 6117.81
.0
.3
.3
.6
.6
.9
.9
.1
.2
AI OPUS 1
N: 1276332.45
E: 3187669.60
ELEV. = 6120.35
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.4
INV. = 6121.11
.4
.5
STEEL POST
.5
CMP
.9
.2
.5
.8
INV. = 6124.08
.1
.9
.0
.6
.1
GATE
STEEL POST
.2
.7
.0
.8
.1
.8
.2
.0
.2
.5
.1
.5
.8
.0
.1
.4
.4
.2
.6
.7
.6
.7
.3
.5
.5
.8
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
114113
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-115
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B P
F A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
FC16-26
.4
.8
.6
.3
.4
.1
.8
.4
.7
.5
.1
.2
.2
.8
.6
.5
.7
.9
.2
.4
.9
.4
.0
.6
.9
.1
.3
.4
.5
.7
.4
.9
.9
.1
WALL
.7
.6
SOLAR PANEL
RADIO
.6
.4
WALL
.5
.0
.1
.0
.0
.9
.1
INV. = 6107.54
C M P
INV. = 6111.85 24
CMP
.7
STEEL POST
STEEL POST
INV. = 6117.47
.9
INV. = 6120.09
.4
INV. = 6120.55
.7
.9
18" CMP
SPEED LIMIT SIGN
18" C
MP
SPEED LIMIT SIGN
INV. = 6123.01
.0
STEEL POST
.3
INV. = 6123.36
.4
STEEL POST
CHEVRON SIGN
.0
.2
.4
.7
.4
STEEL POST
CUT OFF
POWER POLE
.1
.1
STEEL POST
CUT OFF
POWER POLE
.5
.5
.6
CHEVRON SIGN
.8
CHEVRON SIGN
POWER POLE
CUT OFF
.8
.7
.6
.0
AI OPUS A
N: 1272883.78
E: 3189583.36
ELEV. = 6132.89
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
CONCRETE
.9
.8
.6
.1
.0
.0
.8
.4
.6
.5
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
CG207
TRENCH PROFILE
CG207
TRENCH RAMP PROFILE
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-118
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B
P F
/2
/1
A
M G
E N
E R
A L R
E V
IS
IO
N S
FC16-21
FC16-28
FC16-29
.3
.7
.1
.0
.2
.0
.2
SOLAR PANEL
RADIO
.6
WALL
.3
.4
.5
.6
.9
.3
.9
.3
INV. = 6102.94
C M P
AI OPUS D
N: 1270194.37
E: 3191012.59
ELEV. = 6104.10
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
INV. = 6104.82
.3
.2
CHEVRON SIGN
WOOD POST
CHEVRON SIGN
CHEVRON SIGN
.9
INV. = 6109.07
" C
MP
INV. = 6111.08
.6
.0
.6
.9
STEEL POST
STEEL POST
.3
.1
.1
.2
.7
.2
.9
.7
.7
.8
INV. = 6102.94
CHEVRON SIGN
WOOD POST
CHEVRON SIGN
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
976098
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
20' 0 20'
SCALE: 1" = 20'-0"
10'
B
A B -1
.d g n
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-122
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
A
M G
E N
E R
A L R
E V
IS
IO
N
B P
F /2
/1
FC16-30
.6
.9
.7
.0
.3
.5
.6
.7
.8
.2
.9
.0
.3
.3
.4
.4
.6
.6
.7
.9
.2
.4
.6
.6
.6
.6
.2
.7
.3
.8
.8
.8
.8
.9
.0
.1
.2
.5
.5
.5
.6
.7
.7
.9
.9
.1
.5
.6
.6
.7
.1
.2
.4
.7
.3
.9
.0
.9
.1
.4
.4
.7
.3
.5
.8
.8
.4
.9
.7
.8
.9
.2
.1
.2
.3
.6
.7
.2
.4
.1
.2
.8
.0
.1
.3
.2
.2
.4
.8
.4
.3
.2
.5
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
66037
SEE SEET S-101AH
ASSAULT/DEFEND HOUSE
127 126
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-125
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B P
F A
M N
E W D
R A
W
IN
G A
D D
E D
/2
/1
FC16-36
.9
.7
.0
.3
.5
.5
.6
.7
.8
.2
.9
.0
.3
.3
.4
.4
.6
.9
.2
.4
.6
.2
.7
.3
.8
.8
.8
.8
.9
.0
.1
.2
.5
.5
.5
.6
.7
.7
.9
.9
.1
.5
.6
.6
.7
.1
.2
.4
.6
.7
.3
.9
.0
.9
.1
.8
.0
.9
.1
.1
.1
.1
.4
.9
.2
.7
.8
.3
.4
.7
.5
.0
.8
.8
.4
.9
.8
.8
.9
.1
.2
.2
.9
.3
.2
.0
.2
.3
.6
.0
.1
.4
.5
.5
.4
.3
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
6034 6
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-130
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B P
F A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
FC16-35
.6
.9
.7
.0
.3
.5
.6
.7
.8
.2
.9
.0
.3
.3
.4
.4
.6
.6
.7
.9
.2
.4
.6
.6
.6
.6
.2
.7
.3
.8
.8
.8
.8
.9
.0
.1
.2
.5
.5
.5
.6
.7
.7
.9
.9
.1
.5
.6
.6
.7
.1
.2
.4
.7
.3
.9
.0
.9
.1
.4
.4
.7
.3
.5
.8
.8
.4
.9
.7
.8
.9
.2
.1
.2
.3
.6
.7
.2
.4
.1
.2
.8
.0
.1
.3
.2
.2
.4
.8
.4
.3
.2
.5
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
146015
127 126
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -1
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
G G
L
F -9
-0
C A
F
C A
F
A N
S I
D
B-132
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
B P
F
A R
E A
/2
/2
LEGEND:
NOTE:
SOIL BORING LOCATION AND DESIGNATION
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
W F -1
-R -0
B P
F A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
FC16-39
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
F C
B A
B -1
.d g n
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
G G
L
A N
S I
D
B P
F
C A
F
C A
F
B-150
/2
/2
F -9
-0
N
050'
SCALE: 1" = 100'
100' 100'
OBJECTIVE E, GROUP 1, SHEET AREA 126
OBJECTIVE F, SHEET AREA 131
OBJECTIVE F, SHEET AREA 132
NOTE:
SEE SHEETS B-301 THROUGH B-307 FOR SOIL BORING LOGS.
LEGEND:
SOIL BORING LOCATION AND DESIGNATION
D R
IL
L H
O L E
S F
C -3
T
H R
O U
G H F
C -3
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
W F -1
-R -0
SHEET AREA 127
OBJECTIVE E, GROUP 1,
B P
F A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
FC16-38
FC16-39
FC16-37
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N M LL PI
SC
39 22
Ground water table not encountered
FC16-36
AUG. 4, 2016
N M LL PI
SC
Ground water table not encountered
FC16-37
AUG. 4, 2016
APPROX. ELEV. 6014 FEET
60+
7.7
4.0
CL
CL
SW-SM
SP-SM
trace rootlets sand, some medium sand, dry, trace fine gravel, SANDY LEAN CLAY, brown, very stiff, fines, fine trace fine gravel, dry, some cobbles fine sand, medium sand, some coarse sand, CLAYEY SAND, strong brown, medium dense, fines, trace fine gravel, dry, some cobbles sand, fine sand, some coarse sand, some fines, SAND WITH SILT, brown, very dense, medium some coarse sand, dry, some cobbles coarse gravel, medium sand, fine sand, some fines, SAND WITH SILT AND GRAVEL, pink, dense, dry, trace iron oxide staining 88% fines, 10% fine sand, 2% medium sand, LEAN CLAY (WEATHERED SHALE), gray, hard, Auger refusal at 12.7 feet
APPROX. ELEV. 6046 FEET
10.1
9.2
SC
CH
CH
SW-SM
SP-SM
GW-GM
fine sand, some medium sand, trace coarse sand, dry FAT CLAY WITH SAND, light olive brown, hard, fines, medium sand, some coarse sand, dry, trace white mineralization CLAYEY SAND, grayish brown, medium dense, fines, fine sand, some coarse sand, some fines, trace fine gravel, dry, some cobbles SAND WITH SILT, brown, dense, medium sand, fine sand, some sand, fine sand, some fines, some coarse sand, dry, some cobbles SAND WITH SILT AND GRAVEL, pink, dense, coarse gravel, medium sand, trace medium sand, dry, trace iron oxide staining FAT CLAY (WEATHERED SHALE), grayish brown, hard, fines, some fine some medium sand, some fine gravel, some coarse sand, dry, trace rootlets CLAYEY SAND, light gray, loose to medium dense, fines, fine sand, 24% coarse gravel, dry, some cobbles 11% fine sand, 14% medium sand, 8% coarse sand, 35% fine gravel, GRAVEL WITH SILT AND SAND, pinkish white, very dense, 8% fines, E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
BORING LEGEND
FC16-21
M
LL
PI
N
SO4
% fines
DRILL HOLE NUMBER
DATE BORING COMPLETED
NATURAL MOISTURE CONTENT IN PERCENT
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT.
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
DROPPING 30 INCHES, TO DRIVE A 2-INCH
OUTSIDE DIAMETER SAMPLER, 1 FOOT.
SULFATE ION CONTENT IN SOIL, PERCENT
PERCENT OF SOIL BY DRY WEIGHT PASSING
THE NO. 200 SIEVE
AUG. 1, 2016
APPROX. ELEV. 5887
BORING NOTES
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND
LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE
BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
LOG OF BORINGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE
LOCATIONS AND ARE CONSIDERED REPRESENTATIVE OF THE SOILS AT THAT LOCATION.
3. FIELD LOGS, LABORATORY TEST RESULTS, AND ALL RELATED GEOTECHNICAL STUDIES AND
REPORTS, ARE ON FILE IN THE OMAHA DISTRICT OFFICE AND ARE AVAILABLE FOR EXAMINATION
BY ANY INTERESTED CONTRACTOR AT SAID OFFICE.
4. GROUND WATER WAS NOT ENCOUNTERED IN ANY OF THESE BORINGS. HOWEVER, THE GROUND
WATER TABLE CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM
5. REFUSAL (N=60+) IS DEFINED AS A CUMULATIVE BLOW COUNT EXCEEDING 60 IN ANY SIX INCH INTERVAL OF THE STANDARD PENETRATION TEST (SPT). ONCE REFUSAL IS ENCOUNTERED, THE SPT IS
DISCONTINUED.
6. NOTE THAT BORING LOGS INDICATE THAT HARD SOILS AND SPT VALUES EXCEEDING 60
APPROXIMATE TOP OF BORING ELEVATION (NAVD 88 DATUM)
YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
WERE ENCOUNTERED. COBBLES AND BOULDERS WERE FOUND ON THE GROUND SURFACE AND MAY BE
ENCOUNTERED AT RANDOM DEPTHS THROUGHOUT THE PROJECT AREA.
7. FOR SOIL BORING LOCATIONS, SEE SHEETS B-125 AND B-127.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
F C
B A
B -3
.d g n
B-306
A N
S I
D
S O
IL
B
O R
IN
G L
O G
S
D R
IL
L H
O L E
S F
C -3
F
C -3
G G
L
B P
F
C A
F
C A
F
W F -1
-R -0
F -9
-0
/2
/2
B P
F A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
+6
9.
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.2
.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
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N 1,277,457.90
E 3,187,262.31
N 1,277,482.68
E 3,187,253.35
N 1,277,660.57
E 3,187,239.66
N 1,277,626.10
E 3,187,253.25
N 1,277,633.61
E 3,187,272.05
N 1,277,636.33
E 3,187,316.96
N 1,277,669.15
E 3,187,363.44
N 1,277,722.61
E 3,187,323.13
N 1,277,782.70
E 3,187,156.49
N 1,277,788.44
E 3,187,191.37
N 1,277,762.21
E 3,187,195.38N 1,277,756.47
E 3,187,160.50
N 1,277,446.80
E 3,187,231.63
N 1,277,471.58
E 3,187,222.66
N 1,281,738.37 E 3,185,615.13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C D
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
W F -1
-R -0
F -9
-0
M A
F
W C
D
A N
S I
D
CD109
C L E
A R
IN
G G
R U
B B
IN
G P
L A
N
W C
D
D M
B
A R
E A
O B J E
C T
IV
E B
/2
/2
A
M R
E V
IS
E D A
N D R
E D
R A
W N
W C
D /2
/1
LEGEND:
GENERAL CLEARING AND GRUBBING AREA
COORDINATE OF CLEARING/GRUBBING LIMITS
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.5
.7
.6
.4
.7
.7
.1
.3
.3
.3
.7
.7
.8
.9
.0
.9
.7
.2
.6
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N 1,277,431.82
E 3,187,624.45
N 1,277,362.85
E 3,187,624.67
N 1,277,431.82
E 3,187,705.79
N 1,277,362.79
E 3,187,705.77
N 1,281,738.37 E 3,185,615.13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C D
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
F -9
-0
M A
F
W C
D
A N
S I
D
CD110
C L E
A R
IN
G G
R U
B B
IN
G P
L A
N
W C
D
D M
B
A R
E A
O B J E
C T
IV
E B
W F -1
-R -0
/2
/2
/2
/2
A M R
E V
IS
E D A
N D R
E D
R A
W N
W C
D
LEGEND:
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.3
.7
.4
.8
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N 1,277,607.10
E 3,187,945.84
N 1,277,568.97
E 3,187,803.12
N 1,277,601.00
E 3,187,872.02
N 1,277,592.33
E 3,188,092.70
N 1,277,534.12
E 3,187,804.06
N 1,277,496.50
E 3,187,776.69
N 1,277,452.49
E 3,187,776.69
N 1,277,545.28
E 3,188,050.14
N 1,277,572.85
E 3,188,093.33
N 1,277,496.50
E 3,187,721.59
N 1,277,452.49
E 3,187,721.59
N 1,281,738.37 E 3,185,615.13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C D
.d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
D M
B
F -9
-0
M A
F
W C
D
A N
S I
D
CD111
C L E
A R
IN
G G
R U
B B
IN
G P
L A
N
W C
D
A R
E A
O B J E
C T
IV
E B
W F -1
-R -0
/2
/2
/2
/2
A M R
E V
IS
E D A
N D R
E D
R A
W N
W C
D
LEGEND:
0 6
POST
STEEL
.4
.6
.3
.4
.8
.2
.7
.6
.7
.4
.0
.7
.2
.7
.0
S T
A
.5
PC
S T
A
.0
P T
S T
A
.1 0 P C
S T
A
.8
P T
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N 1,281,482.81
E 3,186,929.40
N 1,281,449.36
E 3,186,922.40
N 1,281,423.51
E 3,186,885.91
N 1,281,409.82
E 3,186,928.48
N 1,281,364.20
E 3,186,947.63
TOWER
CONTROL
LATRINE
FIELD
CLASSROOM
OPS/STORAGE
N 1,281,381.68
E 3,186,879.79
N 1,281,403.74
E 3,186,888.95
N 1,281,384.43
E 3,186,934.41
N 1,281,372.57
E 3,186,936.23
N 1,281,429.59
E 3,186,925.44
N 1,281,469.12
E 3,186,919.36
E 3,186,879.37
N 1,281,459.43
BOLLARD
N 1,281,463.04
E 3,186,879.83
N 1,281,443.28
E 3,186,882.87
E 3,186,881.35
N 1,281,446.58
BOLLARD
N 1,281,378.93
E 3,186,861.96
N 1,281,361.56
E 3,186,864.64
E 3,186,880.20
N 1,281,382.25
BOLLARD
N 1,281,380.27
E 3,186,907.39
E 3,186,883.03
N 1,281,363.88
BOLLARD
N 1,281,368.41
E 3,186,909.22
N 1,281,343.51
E 3,186,845.96
N 1,281,215.86
E 3,186,887.64
N 1,281,211.17
E 3,186,856.21
N 1,281,222.57
E 3,186,864.56
N 1,281,224.25
E 3,186,876.44
N 1,281,469.21
E 3,186,740.01
N 1,281,461.64
E 3,186,694.04 N 1,281,491.57
E 3,186,926.39
N 1,281,482.32
E 3,186,938.58
R
N 1,281,347.69
E 3,186,840.26
N 1,281,364.30
E 3,186,882.46
N 1,281,351.03
E 3,186,862.01
N 1,281,345.33
E 3,186,857.83
LIMIT OF AGGREGATE SURFACING
R
5'
R
R
R
R
2' TURF SHOULDER
SURFACING
LIMIT OF AGGREGATE
DRAINAGE DITCH
DRAINAGE DITCH
DRAINAGE DITCH
2' TURF SHOULDER
E 3,186,800.12
N 1,281,344.81
RANGE FLAGPOLE
N 1,281,216.11
E 3,186,839.35
N 1,281,226.38
E 3,186,778.46
N 1,281,222.59
E 3,186,794.76
R
N 1,281,291.05
E 3,186,967.99
DOWNRANGE ACCESS LANE
CS501 SURFACING
PARKING AREA
CS501
ACCESS LANE
CS502
CS502
E 3,186,861.39
N 1,281,379.35
BOLLARD
E 3,186,883.95
N 1,281,379.80
BOLLARD
E 3,186,864.22
N 1,281,360.99
BOLLARD
101 105
104103
N 1,281,738.37 E 3,185,615.13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C S .d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
/2
/2
F -9
-0
M A
F
W C
D
A N
S I
D
S
IT
E P
L A
N
CS104
W C
D
KEY PLAN SCALE: 1" = 400'
N
SITE FEATURE COORDINATES
AGGREGATE SURFACING
LEGEND
3. SEE CG SHEETS FOR DRAINAGE DITCH GRADING.
BOLLARD DETAILS.
2. SEE SHEET CS502 FOR RANGE FLAGPOLE AND PIPE
AND ROCA PARKING AREA SURFACING DETAILS.
SECTION, DOWNRANGE ACCESS LANE TYPICAL SECTION,
1. SEE SHEET CS501 FOR ROCA ACCESS ROAD TYPICAL
NOTE:
D M
B W
F -1
-R -0
A R
E A
R A
N G
E O
P E
R A
T
IO
N S A
N D C
O N
T R
O L A
R E
A
A
M G
E N
E R
A L R
E V
IS
IO
N S
W C
D
/2
/2
0 6
POST
STEEL
.4
.6
.3
.4
.8
.2
.7
.6
.7
.4
.0
.7
.2
.7
.0
S T
A
.5
PC
S T
A
.0
P T
S T
A
.1 0 P C
S T
A
.8
P T
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
N 1,281,482.81
E 3,186,929.40
N 1,281,449.36
E 3,186,922.40
N 1,281,423.51
E 3,186,885.91
N 1,281,409.82
E 3,186,928.48
N 1,281,364.20
E 3,186,947.63
N 1,281,361.48
E 3,186,752.28
N 1,281,359.65
E 3,186,740.42
N 1,281,341.71
E 3,186,755.32
N 1,281,339.89
E 3,186,743.46
N 1,281,372.20
E 3,186,802.23
BLEACHER ENCLOSURE
TOWER
CONTROL
LATRINE
FIELD
CLASSROOM
OPS/STORAGECOVERED MESS
DOWN
BREAK-
AMMO.
N 1,281,381.68
E 3,186,879.79
N 1,281,403.74
E 3,186,888.95
N 1,281,384.43
E 3,186,934.41
N 1,281,372.57
E 3,186,936.23
N 1,281,429.59
E 3,186,925.44
N 1,281,469.12
E 3,186,919.36
N 1,281,452.40
E 3,186,810.64
N 1,281,432.64
E 3,186,813.68
N 1,281,446.33
E 3,186,771.11
N 1,281,426.56
E 3,186,774.15
E 3,186,879.37
N 1,281,459.43
BOLLARD
N 1,281,463.04
E 3,186,879.83
N 1,281,443.28
E 3,186,882.87
E 3,186,881.35
N 1,281,446.58
BOLLARD
N 1,281,378.93
E 3,186,861.96
N 1,281,361.56
E 3,186,864.64
E 3,186,880.20
N 1,281,382.25
BOLLARD
N 1,281,380.27
E 3,186,907.39
E 3,186,883.03
N 1,281,363.88
BOLLARD
N 1,281,368.41
E 3,186,909.22
N 1,281,343.51
E 3,186,845.96
N 1,281,215.86
E 3,186,887.64
N 1,281,211.17
E 3,186,856.21
N 1,281,222.57
E 3,186,864.56
N 1,281,224.25
E 3,186,876.44
N 1,281,469.21
E 3,186,740.01
N 1,281,461.64
E 3,186,694.04 N 1,281,491.57
E 3,186,926.39
N 1,281,482.32
E 3,186,938.58
R
N 1,281,347.69
E 3,186,840.26
N 1,281,364.30
E 3,186,882.46
N 1,281,351.03
E 3,186,862.01
N 1,281,345.33
E 3,186,857.83
CLEARANCE
50' AMMO. BREAKDOWN
LIMIT OF AGGREGATE SURFACING
R
5'
R
R
R
R
2' TURF SHOULDER
SURFACING
LIMIT OF AGGREGATE
DRAINAGE DITCH
DRAINAGE DITCH
DRAINAGE DITCH
N 1,281,352.43
E 3,186,805.27
2' TURF SHOULDER
E 3,186,800.12
N 1,281,344.81
RANGE FLAGPOLE
N 1,281,216.11
E 3,186,839.35
N 1,281,226.38
E 3,186,778.46
N 1,281,222.59
E 3,186,794.76
R
N 1,281,291.05
E 3,186,967.99
DOWNRANGE ACCESS LANE
CS501 SURFACING
PARKING AREA
CS501
ACCESS LANE
CS502
CS502
N 1,281,377.21
E 3,186,834.85
E 3,186,835.69
N 1,281,378.35
BOLLARD
E 3,186,861.39
N 1,281,379.35
BOLLARD
E 3,186,883.95
N 1,281,379.80
BOLLARD
E 3,186,864.22
N 1,281,360.99
BOLLARD
N 1,281,357.44
E 3,186,837.89
E 3,186,839.03
N 1,281,356.61
BOLLARD
101 105
104103
N 1,281,738.37 E 3,185,615.13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
SITE FEATURE COORDINATES
AGGREGATE SURFACING
LEGEND
3. SEE CG SHEETS FOR DRAINAGE DITCH GRADING.
BOLLARD DETAILS.
2. SEE SHEET CS502 FOR RANGE FLAGPOLE AND PIPE
AND ROCA PARKING AREA SURFACING DETAILS.
SECTION, DOWNRANGE ACCESS LANE TYPICAL SECTION,
1. SEE SHEET CS501 FOR ROCA ACCESS ROAD TYPICAL
NOTE:
F C
B A
C S
A .d g n
/2
/2
F -9
-0
M A
F
W C
D
A N
S I
D
CS104A
W C
D
D M
B W
F -1
-R -0
A R
E A
R A
N G
E O
P E
R A
T
IO
N S A
N D C
O N
T R
O L A
R E
A
S
IT
E P
L A
N
O P
T
IO
N
A
M N
E W D
R A
W
IN
G A
D D
E D
W C
D /2
/2
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.2
.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
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
B-SIT-7
B-SIT-8
B-MIT-2
STATIONARY INFANTRY TARGET (TYP.)
CS504
STATIONARY INFANTRY TARGET (TYP.)
CS504
CS505
MOVING INFANTRY TARGET (TYP.)
N 1,277,648.71
E 3,187,261.10
N 1,277,772.28
E 3,187,177.31
N 1,277,770.66
E 3,187,173.11
N 1,277,464.80
E 3,187,244.49
N 1,277,463.17
E 3,187,240.29
N 1,277,669.86
E 3,187,316.20
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
LEGEND
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C S .d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
/2
/2
F -9
-0
M A
F
W C
D
A N
S I
D
CS109
D O
W N
R A
N G
E S
IT
E P
L A
N
W C
D
KEY PLAN SCALE: 1" = 400'
N
(A-SIT-1)
D M
B
A R
E A
O B J E
C T
IV
E B
W F -1
-R -0
2. SEE SHEET CS601 FOR HORIZONTAL AND CONTROL POINT DATA
1. SEE SHEETS CS504 - CS515 FOR TARGET DETAILS
NOTE:
EMPLACEMENT IDENTIFICATION
MACHINE GUN BUNKER (MGB)
MOVING INFANTRY TARGET (MIT)
POWER CENTER
COMBINED STATIONARY ARMOR TARGET/
OR POWER CENTER (PC)
STATIONARY ARMOR TARGET (SAT)
STATIONARY INFANTRY TARGET (SIT)
A
M R
E V
IS
E D A
N D R
E D
R A
W N
W C
D /2
/2
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.5
.7
.6
.4
.7
.7
.1
.3
.3
.3
.7
.7
.8
.9
.0
.9
.7
.2
.6
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
CS513 TARGET POWER CENTER (TYP.)
COMBINED STATIONARY ARMOR
B-SAT/PC-1
N 1,277,388.35
E 3,187,659.57
N 1,277,388.37
E 3,187,683.57
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
LEGEND
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C S .d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
/2
/2
F -9
-0
M A
F
W C
D
A N
S I
D
CS110
D O
W N
R A
N G
E S
IT
E P
L A
N
W C
D
KEY PLAN SCALE: 1" = 400'
N
(A-SIT-1)
D M
B
A R
E A
O B J E
C T
IV
E B
W F -1
-R -0
2. SEE SHEET CS601 FOR HORIZONTAL AND VERTICAL CONTROL POINT DATA
1. SEE SHEETS CS504 - CS515 FOR TARGET DETAILS
NOTE:
EMPLACEMENT IDENTIFICATION
MACHINE GUN BUNKER (MGB)
MOVING INFANTRY TARGET (MIT)
POWER CENTER
COMBINED STATIONARY ARMOR TARGET/
OR POWER CENTER (PC)
STATIONARY ARMOR TARGET (SAT)
STATIONARY INFANTRY TARGET (SIT)
W C
D
A M R
E V
IS
E D A
N D R
E D
R A
W N
/2
/2
.8
.1
.0
.5
.7
.6
.4
.7
.4
.7
.1
.1
.3
.3
.3
.7
.7
.8
.9
.0
.0
.9
.2
.7
.7
.9
.0
.1
.2
.2
.2
.5
.6
.6
.2
.3
.5
.1
.4
.5
.6
.7
.1
.6
.6
.6
.7
.7
.9
.0
.1
.5
.9
.5
.5
.6
.3
.0
.3
.3
.7
.3
.8
.4
.8
.9
.2
.3
.4
.8
.1
.1
.2
.3
.8
.5
.1
.2
.6
.1
.3
.6
.1
.2
.5
.5
.7
.9
.6
.9
.0
.3
.0
.2
.2
.0
.5
AI OPUS 2
N: 1277463.88
E: 3188573.59
ELEV. = 6172.79
5/8"x36" IRON BAR WITH
3-1/2" ALUMINUM CAP
.6
.7
.7
.1
.0
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-SIT-7
B-MIT-1
B-MIT-2
B-MGB-1
B-SAT/PC-1
.3
.7
.4
.8
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
B-SIT-3
B-SIT-4
B-SIT-5
B-SIT-6
B-MIT-1
B-MGB-1
STATIONARY INFANTRY TARGET (TYP.)
CS504
MOVING INFANTRY TARGET (TYP.)
CS505
CS509 BUNKER (TYP.)
MACHINE GUN
N 1,277,579.11
E 3,187,996.32
N 1,277,548.05
E 3,187,827.31
N 1,277,464.87
E 3,187,761.14
N 1,277,557.59
E 3,188,038.54
N 1,277,557.34
E 3,188,034.04
N 1,277,575.86
E 3,187,937.38
N 1,277,579.81
E 3,187,873.49
N 1,277,579.56
E 3,187,869.00
N 1,277,547.80
E 3,187,822.82
N 1,277,464.62
E 3,187,756.64
N 1,277,587.66
E 3,188,090.06
N 1,277,576.81
E 3,188,078.81
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
LEGEND
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C S .d g n
20' 0 20'
SCALE: 1" = 20'-0"
10'
KEY PLAN SCALE: 1" = 400'
N
(A-SIT-1)
D M
B
/2
/2
F -9
-0
M A
F
W C
D
A N
S I
D
CS111
D O
W N
R A
N G
E S
IT
E P
L A
N
W C
D
A R
E A
O B J E
C T
IV
E B
W F -1
-R -0
2. SEE SHEET CS601 FOR HORIZONTAL AND VERTICAL CONTROL POINT DATA
1. SEE SHEETS CS504 - CS515 FOR TARGET DETAILS
NOTE:
EMPLACEMENT IDENTIFICATION
MACHINE GUN BUNKER (MGB)
MOVING INFANTRY TARGET (MIT)
POWER CENTER
COMBINED STATIONARY ARMOR TARGET/
OR POWER CENTER (PC)
STATIONARY ARMOR TARGET (SAT)
STATIONARY INFANTRY TARGET (SIT)
M R
E V
IS
E D A
N D R
E D
R A
W N
A
M R
E V
IS
E D A
N D R
E D
R A
W
/2
/2
W
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
SECTION
CS512
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
H
C
H N
C
A N
S I
D
CS512
/2
/2
F -9
-0
N .T .S
D O
W N
R A
N G
E P
O W
E R C
E N
T E
R
IR
E C
T
IO
N
CONTROL POINT (A)
HORIZONTAL AND VERTICAL
:1
(T Y
P
S
L O
P E
DOWNRANGE POWER CENTER
PLAN
O F F
IR
E
CS512CS512
A
2' x 2' x 6' (TYP.) PRECAST
WALL BLOCKS - STACK
CONCRETE PAD (SEE NOTES)
USING STAGGERED BOND
CONTROL POINT (B)
HORIZONTAL AND VERTICAL
(TYP.)
S L
O P
E
TOE
OF
SLOPE
(V
ARI
ES
TO
E O
F SLO
PE
(VARIES)
NOTES
3. ALL REINFORCING STEEL SHALL BE PER ASTM A615, GRADE 60.
4. ALL CONCRETE SHALL BE 3,000 PSI IN 28 DAYS.
1. BERMS SHALL BE CONSTRUCTED OF COMMON FILL MATERIALS (SEE
2. FILTER FABRIC SHALL BE INSTALLED THE FULL HEIGHT OF ALL OF THE
BLOCKS THAT MAKE UP THE EMPLACEMENT.
6. CONTRACTOR SHALL SIZE TRANSFORMER PAD BASED ON TRANSFORMER
TO BE PROVIDED.
7. CONTRACTOR SHALL ENSURE TRANSFORMER IS ADEQUATELY PROTECTED
BY POWER CENTER EMPLACEMENT.
2'-0" 2'-0"14'-0"
3'-0"
R '-6
F C
B A
C S .d g n
W C
D
D M
B
T A
R G
E T D
E T
A
IL
S
NOT TO SCALE1
W F -1
-R -0
8. SEE SHEET CS601 FOR HORIZONTAL AND VERTICAL CONTROL POINT DATA.
(TOP)
TIER ONE
(MIDDLE)
TIER TWO
(BOTTOM)
TIER THREE
BLOCK LAYOUT PLAN
FILTER FABRIC
FILTER FABRIC
VERTICAL
CONTROL POINT
STAGGERED BOND.
PRECAST WALL BLOCKS
1'-0"
M
IN
2'-6" 6'-0"
2% SLOPE
6'-0"
3"
2'-6" 2'
COMPACTED FILL
EMPLACEMENT
ENTIRE FOOTPRINT OF
12" COMPACTED SUBGRADE
GRANULAR DRAINAGE MATERIAL
6" (MIN) GRANULAR DRAINAGE MATERIAL
/2
/2
A M R
E V
IS
E D F
O R C
L A
R
IT
Y W
C D
4'-6"
LETTERS PAINTED BLACK.
APPROACHED FROM THE SERVICE ROAD. TARGET NUMBERS TO BE 4 INCH
PER THE CIVIL DESIGNATIONS ON THE SIDE WALL THAT IS VISIBLE AS IT IS
5. PERMANENTLY LABEL EACH EMPLACEMENT. STENCIL TARGET NUMBERS 2
3 3
3 3
4 6
SEE SHEET C-507
SLOPED END BLOCK
SEE SHEET C-507
SLOPED END BLOCK
6 6
6 6
6 6 6 6
6 66
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C S .d g n
D M
B
/2
/2
F -9
-0
W C
D
W C
D
A N
S I
D
CS601
W C
D
W F -1
-R -0
T A
R G
E T D
E T
A
IL
S
C O
N T
R O
L P
O
IN
T D
A T
A
H O
R
IZ
O N
T A
L A
N D V
E R
T
IC
A L
A
M G
E N
E R
A L R
E V
IS
IO
N S
W C
D /2
/2
0 6
POST
STEEL
.4
.6
.3
.4
.8
.2
.7
.6
.7
.4
.0
.7
.2
.7
.0
S T
A
.5
PC
S T
A
.0
P T
S T
A
.1 0 P C
S T
A
.8
P T
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
D E
F
G
A
B
C
D
E
F
G
CG201
CG201
CG202
CG202
CG202
CG203
CG203
CG204
CG204
CG203
CG203
MATCH
6259.00
6259.00
MATCH
6266.69
6266.69
6267.40 N 1,281,391.21
E 3,186,728.48
6267.95 6268.14
6268.25 6268.60
6269.75
6269.75
6270.50
DRAINAGE DITCH
DRAINAGE DITCH
DRAINAGE DITCH DRAINAGE DITCH
DRAINAGE DITCH
FFE = 6270.22'
OPS/STORAGE
FFE = 6270.61'
CLASSROOM
FFE = 6270.13'
FIELD LATRINE
6269.33'
PAD EL =
TOWER
CONTROL
6266.69
6266.69 6269.75
6269.75
6270.50 6267.40
N 1,281,391.21
E 3,186,728.48
6268.25 6268.60
6268.146267.95
6259.00 6259.00
MATCH
MATCH
101 105
104103
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N
B A
T T
L E C
O U
R S
E
N
P N
F
Y
F O
R T C
A R
S O
N
C O
L O
R A
B A
C G
.d g n
CG104
/2
/2
F -9
-0
20' 0 20'
SCALE: 1" = 20'-0"
10'
W C
D
W C
D
A N
S I
D
LEGEND:
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
NOTE:
W C
D
D M
B
KEY PLAN SCALE: 1" = 400'
N
SHEET CG205 FOR ACCESS ROAD PROFILE.
7. SEE SHEETS CG201 - CG204 FOR GRADING SECTIONS. SEE
ANY DISCREPANCIES ARE PRESENT.
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
AND SEEDED.
OTHERWISE SURFACED SHALL BE TOPSOILED (4 INCHES)
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT
STRIPPED TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE
REFER TO MEAN SEA LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS
OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS
OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS
W F -1
-R -0
R A
N G
E O
P E
R A
T
IO
N S A
N D C
O N
T R
O L A
R E
A
G R
A D
IN
G P
L A
N
A R
E A
M G
E N
E R
A L R
E V
IS
IO
N S
A M G
E N
E R
A L R
E V
IS
IO
/2
/2
W
0 6
POST
STEEL
.4
.6
.3
.4
.8
.2
.7
.6
.7
.4
.0
.7
.2
.7
.0
S T
A
.5
PC
S T
A
.0
P T
S T
A
.1 0 P C
S T
A
.8
P T
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
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
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
D E
F
G
A
B
C
D
E
F
G
CG201
CG201
CG202
CG202
CG202
CG203
CG203
CG204
CG204
CG203
CG203
MATCH
6259.00
6259.00
MATCH
6266.69
6266.69
6267.40 N 1,281,391.21
E 3,186,728.48
6267.95 6268.14
6268.25 6268.60
6269.75
6269.75
6270.50
DRAINAGE DITCH
DRAINAGE DITCH
DRAINAGE DITCH DRAINAGE DITCH
DRAINAGE DITCH
FFE = 6268.50'
COVERED MESS
FFE = 6270.22'
OPS/STORAGE
FFE = 6270.61'
CLASSROOM
FFE = 6270.13'
FIELD LATRINE
FFE = 6268.68'
ENCLOSURE
BLEACHER
6267.36'
FFE =
DOWN
BREAK-
AMMO.
6269.33'
PAD EL =
TOWER
CONTROL
6266.69
6266.69 6269.75
6269.75
6270.50 6267.40
N 1,281,391.21
E 3,186,728.48
6268.25 6268.60
6268.146267.95
6259.00 6259.00
MATCH
MATCH
101 105
104103
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