DRAWINGS_W9128F-20-R-0066.PDF
PDF 39 MB Posted
- Solicitation number
- W9128F-20-R-0066
About this file
This notice is a solicitation for construction services to build a Large Vehicle Inspection Point facility at Buckley Air Force Base in Colorado. The Department of the Army Corps of Engineers Engineering District Omaha is seeking bids for the construction of the facility under solicitation number W9128F-20-R-0066. Bids are due by April 2nd, 2020. The solicitation is for a design-bid-build project to construct a new LVIP building including offices, inspection bays, and exterior vehicle inspection areas. Interested contractors can view drawings and specifications by downloading file DRAWINGS_W9128F-20-R-0066.PDF. The completed facility must meet all requirements for inspecting vehicles and cargo for security purposes at the base entrance.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Am-0004_W9128F-20-R-0066.pdf | ||
| Am-0003_W9128F-20-R-0066.pdf | ||
| Am-0002_W9128F-20-R-0066.pdf | ||
| Am-0001_W9128F-20-R-0066.pdf | ||
| SPECS_W9128F-20-R-0066.pdf | ||
| Site Photos.pdf |
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Text version
EEMH-2-14
EEMH-3-1
EEBX-3-1
WAVV-2-19
WAVV-2-17 WAVV-2-16
WAVV-2-15 WAVV-2-13
WAVV-2-1
U N K
WAVV-2-14
3" UNK
TEPD-3-1
TEHH-3-2
TEHH-2-2
TEPD-3-2
TEHH-7-4
TEHH-3-1
TEHH-3-3
TEHH-3-4
EEMH-3-1
EEMH-3-3
T510
150KVA
BY LVIP CONTRACT
EEMH-3-4
5513.6
5536.0
5522.3
5521.9
5539.5
5546.7
66.
ftM in
Rad ius
(Ou ter
Bo dy)
.1 ft
WB-67 - Interstate Semi-Trailer
CRUSHED ASPHALT ROAD
BROKEN CONCRETE
BURIED AND BROKEN CONCRETE
BURIED AND BROKEN CONCRETE
EDGE OF BURIED CONCRETE WALL
2" VERTICAL PVC
1" VERTICAL PVC
WOOD SHEDS
PANEL
FROM B517 OUTDOOR
BY CONTRACTOR FED
PARK PANEL, 120/240V
APPROX LOCATION RV
WB-67 - Interstate Semi-Trailer
OPTION 1
WINTER PARK PLACE
PER BLUE MARLIN
WINTER PARK PLACE
CURRENT
GS BLDG CORNER (FG)
0.00
70296
GS BLDG CORNER (FG)
0.00
70308
GS BLDG CORNER (FG)
0.00
70309
GS BLDG CORNER (FG)
0.00
70310
CORNER STEM WALL
0.00
70311CORNER STEM WALL
0.00
70312
CORNER STEM WALL
0.00
70313
CORNER STEM WALL
0.00
70314 CL STEM WALL
0.00
70315
CL STEM WALL
0.00
70316
GS BLDG CORNER (FG)
0.00
GS BLDG CORNER (FG)
0.00
70317
GS BLDG CORNER (FG)
0.00
70318
GS BLDG CORNER (FG)
0.00
70319
CORNER STEM WALL
0.00
70320CORNER STEM WALL
0.00
70321
CORNER STEM WALL
0.00
70322
CORNER STEM WALL
0.00
70323 CL STEM WALL
0.00
70324
CL STEM WALL
0.00
70325
GS BLDG CORNER (FG)
0.00
GS BLDG CORNER (FG)
0.00
70326
GS BLDG CORNER (FG)
0.00
70327
GS BLDG CORNER (FG)
0.00
70328
CORNER STEM WALL
0.00
70329CORNER STEM WALL
0.00
70330
CORNER STEM WALL
0.00
70331
CORNER STEM WALL
0.00
70332 CL STEM WALL
0.00
70333
CL STEM WALL
0.00
70334
GS BLDG CORNER (FG)
0.00
70296
GS BLDG CORNER (FG)
0.00
70308
GS BLDG CORNER (FG)
0.00
70309
GS BLDG CORNER (FG)
0.00
70310
CORNER STEM WALL
0.00
70311CORNER STEM WALL
0.00
70312
CORNER STEM WALL
0.00
70313
CORNER STEM WALL
0.00
70314 CL STEM WALL
0.00
70315
CL STEM WALL
0.00
70316
GS BLDG CORNER (FG)
0.00
70296
GS BLDG CORNER (FG)
0.00
70308
GS BLDG CORNER (FG)
0.00
70309
GS BLDG CORNER (FG)
0.00
70310
CORNER STEM WALL
0.00
70311CORNER STEM WALL
0.00
70312
CORNER STEM WALL
0.00
70313
CORNER STEM WALL
0.00
70314 CL STEM WALL
0.00
70315
CL STEM WALL
0.00
70316
GS BLDG CORNER (FG)
0.00
GS BLDG CORNER (FG)
0.00
GS BLDG CORNER (FG)
0.00
70335
GS BLDG CORNER (FG)
0.00
70336
CORNER STEM WALL
0.00
70337CORNER STEM WALL
0.00
70338
CORNER STEM WALL
0.00
70339
CORNER STEM WALL
0.00
70340 CL STEM WALL
0.00
70341
CL STEM WALL
0.00
70342
GS BLDG CORNER (FG)
0.00
GS BLDG CORNER (FG)
0.00
70343
GS BLDG CORNER (FG)
0.00
70344
GS BLDG CORNER (FG)
0.00
70345
CORNER STEM WALL
0.00
70346CORNER STEM WALL
0.00
70347
CORNER STEM WALL
0.00
70348
CORNER STEM WALL
0.00
70349 CL STEM WALL
0.00
70350
CL STEM WALL
0.00
70351
AGGREGATE ROADWAY
3-FT EARTHEN BERM
ROADWAY
AGGREGATE
EXISTING
TIE INTO
MISSISSIPPI GATE
ACCESS ROUTE
ALTERNATIVE CONTRACTOR
ACCESS ROUTE
ALTERNATIVE CONTRACTOR
ACCESS ROUTE
ALTERNATIVE CONTRACTOR
CONTRACTOR LAYDOWN
SITE LOCATION AND
ACCESS ROUTE
PRIMARY CONTRACTOR
TO CONSTRUCTION.
BE COORDINATED WITH BASE SECURITY PRIOR
GATES SHOULD BE USED. FREE ZONE NEEDS TO
CS502. EXISTING CONSTRUCTION FENCE AND
FENCE DETAILS SHOWN ON SHEET CS501 AND
CONTRACTOR IS TO CREATE A FREE ZONE USING
S O
L
IC
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A T
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N N
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
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INSPECTION POINT
LARGE VEHICLE
(LVIP)
16'
STEAMBOAT AVE.
S T E A
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P E
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A S P E
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ALAMEDA PKWY
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IS
T R
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T
L V
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P N C
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U F
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B U
G -0
.d g n
SCALE: 1" = 600'-0"
N
0 600' 1200'
PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE
VICINITY MAP
NO SCALE
SCALE: 1" = 600'
/0
/2
A N
S I
D
A F -1
-0
C
IV
IL
S
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T
IO
N
L O
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T
IO
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-R -0
W
C
D A
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N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E R
INVERT = 5532.002
24 IN RCP
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
INVERT = 5530.661
24 IN RCP
(BUILDING 517)
EV
CP
CP
CP
MW
MW
MW
MW
MW
MW
S O
L
IC
IT
A T
IO
N N
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D B
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D R
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U E D
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SHEET ID
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2 3 4 5 6 7 8 9 10
F
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®of Engineers
US Army Corps
U .S
A R
M Y C
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IT
A T
IO
N N
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IG
N E
D B
Y
D E
S C
R
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IO
N
M A
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IZ
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IT
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D B
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D A
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C O
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C T N
O
C H
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K E
D B
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D R
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U E D
A T
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SHEET ID
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2 3 4 5 6 7 8 9 10
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C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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101102
102103
104105
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
...\BU\BU78\40000 Design Products\CAD_BIM\_Sheets\BU78B-101
2:38:05 PM 6/9/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
A H
A D
IS
T R
IC
T
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
U M
B E
R
F
IL
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A M
E
B U
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F B
C O
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D O
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L E I
N S
P E
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IO
N P
O
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L V
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P N C
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U F
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B -1
.d g n
30' 60'0
SCALE: 1" = 30'-0"
N
FC16-19
FC16-20
FC16-21
FC16-22
FC16-23
FC16-24
FC16-25
FC16-26
FC16-19
LEGEND:
SOIL BORING LOCATION AND DESIGNATION
NOTES:
FOR BORING LEGEND AND NOTES.
SEE SHEETS B-301 FOR SOIL BORING LOGS AND B-302
/0
/2
A N
S I
D
W F -2
-R -0
A F -1
-0
G G
L
C A
F
G G
L
B P
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S O
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B
O R
IN
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A T
IO
N P
L A
B-101
5515 5515
55175517
95519
5520552055205520
5522 5522
2 5522
5523 5523
55245524
55255525552
55255525
6 5526 5526
5527 5527
55285528
55305530
55305530
5530 5530
553055305530
55305530
55305530
5533 5533 5533
55355535
5535 5535
5535 5535
55355535
55355535
55365
55405540
55405540
55415541
5542 5542
5 5
5545 5545
5550 5550
05560
5561 5561
6 5566
55685568
0 5570
45574
101102
102103
104105
V
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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T
IO
N
M A
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S
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D B
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D A
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C O
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D R
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2 3 4 5 6 7 8 9 10
F
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US Army Corps
U .S
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CP
CP
CP
E
E
E
CP
MW
MW
MW
MW
MW
MW
MW
CP
EV
B
B
INVERT = 5530.661
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 518)
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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A H
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C
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A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
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SCALE: 1" = 200'-0"
N
400'0 200'
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N O
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N S P
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D F
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W
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D A
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D F
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2 5522
5530 5530
553055305530
55305530
55305530
5535 5535
5535 5535
55355535
55355535
V
EXISTING CONCRETE ARMORED EARTHEN BERM
EXISTING MONITORING WELLS
EXISTING MONITORING WELLS
EXISTING MONITORING WELL
WITH PERIMETER CHAIN-LINK FENCE
EXISTING CONCRETE STORAGE LOT
EXISTING AGGREGATE ROADWAY
WITH PERIMETER CHAIN-LINK FENCE
EXISTING CONCRETE STORAGE LOT
24-INCH RCP
I.E. 5532.00'
I.E. 5530.66'
I.E. 5533.99'
30-INCH RCP
I.E. 5533.55'
(BUILDING 517)
EXISTING AGGREGATE SURFACED ROADWAY
EXISTING AGGREGATE SURFACED PERIMETER ROAD
EXISTING AGGREGATE SURFACED ROADWAY
EXISTING AGGREGATE SURFACED ROADWAY
PERIMETER FENCE
LOT WITH CHAIN-LINK
SURFACED RV STORAGE
EXISTING AGGREGATE
PORTIONS HAVE BEEN REMOVED
EXISTING CONCRETE SURFACING
SECURITY FENCING
PERIMETER FENCE
SECURITY FENCING
SECURITY FENCING GATE
SURFACED ROADWAY
EXISTING AGGREGATE
HAS BEEN REMOVED
PORTION OF BERM
AND ELECTRICAL LINES
OF EXISTING DUCT BANK
APPROXIMATE LOCATION
EXISTING ELECTRICAL VAULT
APPROXIMATE LOCATION OF
DECELERATION LANE
ACCELERATION LANE
SECURITY FENCING GATE
SECURITY FENCING GATE
S O
L
IC
IT
A T
IO
N N
O
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S
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101102
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PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
CP
CP
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MW
MW
MW
MW
MW
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INVERT = 5530.661
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
EAST 6TH AVENUE
EXISTING ASPHALT ROADWAY
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U .S
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C
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A N
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D
W F -2
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W F -2
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D F
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H N
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W
C
D A
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N P
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T W
C
D A
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N P
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T
D F
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H N
E R
D F
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H N
(BLDG 517)
(BLDG 518)
55305530
5537 5538
55415541
55425543
(BUILDING 518)
ROADWAY
SURFACED PERIMETER
EXISTING AGGREGATE
EXISTING AGGREGATE SURFACED ROADWAY
EXISTING AGGREGATE SURFACED ROADWAY
SURFACED ROADWAY
EXISTING AGGREGATE
EXISTING AGGREGATE SURFACED ROADWAY
(BUILDING 517)
DECELERATION LANE
S O
L
IC
IT
A T
IO
N N
O
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S
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U .S
A R
M Y C
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P S O
F E
N G
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101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
E
E
E
CP
MW
CP
(BUILDING 518)
EAST 6TH AVENUE
U .S
A R
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F E
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A H
A
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C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
VF102
C
IV
IL
S
E C
T
IO
N
VF102
A N
S I
D A
N S I
D
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BLDG 517)(BLDG 518)5528
55305530
5533 5533
55405540
5543 5544
5544 5545 5545 5545
ROADWAY
SURFACED PERIMETER
EXISTING AGGREGATE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
EAST 6TH AVENUE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
V F .d g n
B U
V F .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
VF103
C
IV
IL
S
E C
T
IO
N
VF103
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BLDG 517)(BLDG 518)55
FENCE
WITH CHAIN-LINK PERIMETER
SURFACED RV STORAGE LOT
EXISTING AGGREGATE
EXISTING AGGREGATE SURFACED ROADWAY
EXISTING AGGREGATE SURFACED ROADWAY
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
V F .d g n
B U
V F .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
VF104
C
IV
IL
S
E C
T
IO
N
VF104
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BLDG 517)(BLDG 518)5
2 5533
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
V F .d g n
B U
V F .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
VF105
C
IV
IL
S
E C
T
IO
N
VF105
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BLDG 517)(BLDG 518)550
552155
FENCE
WITH CHAIN-LINK PERIMETER
SURFACED RV STORAGE LOT
EXISTING AGGREGATE
EXISTING AGGREGATE SURFACED ROADWAY
ROADWAY
SURFACED PERIMETER
EXISTING AGGREGATE
ACCELERATION LANE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
EAST 6TH AVENUE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
V F .d g n
B U
V F .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
VF106
C
IV
IL
S
E C
T
IO
N
VF106
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
EV
2 5522
5530 5530
553055305530
55305530
55305530
INVERT = 5530.661
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
5535 5535
5535 5535
55355535
55355535
CP
CP
CP
MW
MW
MW
MW
MW
MW
V
ROADWAY
REMOVE AGGREGATE
STORAGE YARD TO REMAIN.
EXISTING DRIVE TO
FULL DEPTH SAW CUT.
ROADWAY
REMOVE AGGREGATE ROADWAY
REMOVE AGGREGATE
REMOVE FENCE
REPLACE FENCE
BOLLARDS TO REMAIN
MONITORING WELLS AND
WHERE NECESSARY
FULL DEPTH SAW CUT
WHERE NECESSARY
FULL DEPTH SAW CUT
REMOVE CONCRETE
FULL DEPTH SAW CUT
ADDITIONAL REMOVAL MAY BE NECESSARY
PARTIALLY REMOVED
CONCRETE EARTHEN BERM HAS BEEN
CONCRETE
REMOVE REMAINING
BOLLARDS TO REMAIN
MONITORING WELL AND
ANCHOR END OF CABLE BARRIER. SEE NOTES.
END OF K-RATED SECURITY FENCE REMOVAL.
SEE NOTES.
END OF CABLE BARRIER.
FENCE REMOVAL. ANCHOR
END OF K-RATED SECURITY
BE COORDINATED WITH BASE SECURITY PRIOR TO CONSTRUCTION
INSTALLATION OF NEW CABLE BARRIER. REMOVAL OF FENCE SHOULD
REMOVE PORTION OF K-RATED SECURITY FENCE TO ALLOW
BASE SECURITY PRIOR TO CONSTRUCTION
FENCE GATE SHOULD BE COORDINATED WITH
REMOVE SECURITY FENCE GATE. REMOVAL OF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
N 1,689,972.09
E 3,207,116.55
N 1,689,971.74
E 3,207,031.08
N 1,689,963.47
E 3,207,039.26 N 1,689,904.41
E 3,207,209.05
N 1,689,898.97
E 3,207,250.89
N 1,689,933.18
E 3,207,375.17
N 1,689,970.09
E 3,207,584.91
N 1,689,764.64
E 3,207,603.03
E 3,207,500.31
N 1,689,586.96
E 3,207,554.25
N 1,689,533.80
E 3,207,593.16
N 1,689,532.86
E 3,207,491.05
N 1,689,717.83
E 3,207,542.88 N 1,689,716.97
E 3,207,474.92
N 1,689,765.21
E 3,207,425.66
N 1,689,853.41
E 3,207,117.91
N 1,689,588.61
E 3,207,542.88
N 1,689,964.03
E 3,207,114.04
N 1,689,771.06
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C D
.d g n
B U
C D
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
D E
M O
L
IT
IO
N P
L A
N D
E M
O L
IT
IO
N P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CD101
C
IV
IL
S
E C
T
IO
N
CD101
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E R
SECURITY PRIOR TO CONSTRUCTION.
2. ANY SECURITY FENCE REMOVAL MUST BE COORIDINATED WITH BASE
- CS904).
FENCE LOCATIONS. USE AS-BUILT FENCE SHEETS FOR ANCHORING (CS901
BARRIER SHALL BE REINSTALLED AND ANCHORED AT THE NEW END OF
1. K-RATED SECURITY FENCE SHALL BE REMOVED AS SHOWN. CABLE
NOTES:
552155
REMOVE AGGREGATE ROADWAY
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
N 1,689,977.78
E 3,207,720.04
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C D
.d g n
B U
C D
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
D E
M O
L
IT
IO
N P
L A
N D
E M
O L
IT
IO
N P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CD106
C
IV
IL
S
E C
T
IO
N
CD106
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E R
SECURITY PRIOR TO CONSTRUCTION.
2. ANY SECURITY FENCE REMOVAL MUST BE COORIDINATED WITH BASE
- CS904).
FENCE LOCATIONS. USE AS-BUILT FENCE SHEETS FOR ANCHORING (CS901
BARRIER SHALL BE REINSTALLED AND ANCHORED AT THE NEW END OF
1. K-RATED SECURITY FENCE SHALL BE REMOVED AS SHOWN. CABLE
(BLDG 517)(BLDG 518)
INVERT = 5530.661
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
CP
CP
CP
MW
MW
MW
MW
MW
MW
GOV PARKING
(TO REMAIN AND BE PROTECTED)
EXISTING MONITORING WELLS
11 TRUCK CAPACITY)
TRUCK HOLDING (APPROX.
33.66'
38.32'
80.5'
AND DRIVE
OVERWATCH PAD
16'
DROP ARM
CRASH RATED
.3
(TO REMAIN AND BE PROTECTED)
EXISTING MONITORING WELLS
GRASS SWALE
GRASS SHOULDER
GRASS SHOULDER
GRASS SWALE
GRASS SWALE
6' CONCRETE SIDEWALK (TYP)
TEMP GENERATOR PAD
GOV PARKING/
FENCE
EXISTING K-RATED
STRUCTURAL STOOPS
STRUCTURAL STOOP
STRUCTURAL STOOPS
EQUIPMENT
GRAVEL FOR MECH.
TIE INTO EXISTING ROAD
STRUCTURAL STOOP
END OF CONCRETE CURB
CONCRETE CURB
END OF CONCRETE CURB
SEE NOTES
BEHIND EXISTING K-RATED FENCE
BARRIER WILL BE ANCHORED
DOD APPROVED PASSIVE VEHICLE
FROM ROADWAY
VEHICLE BARRIER PLACED 7'
DOD APPROVED PASSIVE
3' FROM ROADWAY
VEHICLE BARRIER PLACED
DOD APPROVED PASSIVE
3' FROM ROADWAY
VEHICLE BARRIER PLACED
DOD APPROVED PASSIVE
BOLLARDS, TYP. SEE NOTES
9" DIAMETER FIXED PIPE
BOLLARDS, TYP. SEE NOTES
9" DIAMETER FIXED PIPE
SHEET SC501 AND CS 502
INSTALL FE6 CHAIN-LINK FENCE SEE
IF EXISTING GATE IS DAMAGED,
SHEET SC501 AND CS 502
INSTALL FE6 CHAIN-LINK FENCE SEE
IF EXISTING GATE IS DAMAGED,
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
GATEHOUSE
BYPASS LANE
6+00
7+00
8+00
N 1,689,976.64
E 3,207,082.94
N 1,689,929.65
E 3,207,086.14
N 1,689,924.35
E 3,207,139.36
N 1,689,747.29
E 3,207,588.51
N 1,689,709.18
E 3,207,572.51
N 1,689,981.57
E 3,207,676.36
N 1,689,981.13
E 3,207,638.04
N 1,689,832.18
E 3,207,527.18
N 1,689,532.86
E 3,207,491.05
N 1,689,532.86
E 3,207,588.51
N 1,689,809.18
E 3,207,348.08
N 1,689,832.18
E 3,207,369.64
N 1,689,976.33
E 3,207,046.15
INSPECTION BAY
COMMERCIAL
E 3,207,361.84
N 1,689,832.18
N 1,689,874.38
E 3,207,361.84
N 1,689,595.07
E 3,207,570.51
N 1,689,892.51
E 3,207,389.55
N 1,689,892.51
E 3,207,407.55
N 1,689,832.18
E 3,207,532.18
N 1,689,877.43
E 3,207,532.18
N 1,689,890.54
E 3,207,506.01
N 1,689,893.26
E 3,207,520.12
N 1,689,902.99
E 3,207,535.27
N 1,689,819.76
E 3,207,607.86
N 1,689,806.75
E 3,207,607.71N 1,689,774.67
E 3,207,548.08
N 1,689,764.31
E 3,207,555.94
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
S
IT
E P
L A
N S
IT
E P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CS101
C
IV
IL
S
E C
T
IO
N
CS101
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E R
DETAILS.
ARCHITECTURAL SHEETS FOR PLACEMENT AND STRUCTURAL SHEETS FOR
2. 9" DIAMETER FIXED PIPE BOLLARDS AT EACH OVERHEAD DOOR. SEE
FOR AS-BUILT FENCE (CS901 - CS904).
TWO PASSIVE BARRIERS SHALL NOT EXCEED 4'. SEE ATTACHED PLANS
POSSIBLE TO EXISTING K-RATED FENCE. LINEAR DISTANCE BETWEEN THE
1. DOD APPROVED PASSIVE BARRIER TO BE ANCHORED AS CLOSE AS
(BLDG 517)(BLDG 518)EV
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
CP
CP
CP
MW
MW
MW
MW
MW
MW
V
LANE ARROW (TYP.)
4" SW (TYP.)4" SW (TYP.)
30" X 30" (TYP.)
R-1-1 SIGN
24" SW (TYP.)
STOP BAR
24" SW (TYP.)
STOP BAR
4" SW (TYP.)
24" X 30" (TYP.)
R10-6A
24" X 30" (TYP.)
R10-6A
24" X 30" (TYP.)
R10-6A
24" X 30" (TYP.)
R10-6A
30" X 30" (TYP.)
W3-3B-TEA
PLACE ON LIGHTPOLE
TRAFFIC SIGNAL HEAD
PLACE ON LIGHTPOLE
TRAFFIC SIGNAL HEAD
TRAFFIC SIGNAL HEAD
TRAFFIC SIGNAL HEAD
PLACE ON LIGHTPOLE
30" X 30" (TYP.)
W3-3B-TEA
30" X 30" (TYP.)
W3-3B-TEA
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
N 1,689,721.18
E 3,207,565.79
N 1,689,721.18
E 3,207,594.51
N 1,689,711.66
E 3,207,594.46
N 1,689,712.00
E 3,207,562.01
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CS151
C
IV
IL
S
E C
T
IO
N
CS151
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BUILDING 518)
E
E
E
CP
MW
CP
OPEN/CLOSE ATTACHMENT
REMOVABLE HOURS AND AN OPTIONAL LED
108" X 60" D1 DESTINATION SIGN WITH
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
N 1,690,001.82
E 3,206,337.41
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N S
IG
N A
G E A
N D S
T R
IP
IN
G P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CS152
C
IV
IL
S
E C
T
IO
N
CS152
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
CP
CP
CP
MW
MW
MW
MW
MW
MW
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
20+00
21+00
E 3207557.85
N 1689853.56
STA 20+00.00
POB
E 3207592.17
N 1689914.70
STA 20+70.12
PC
E
.2
N
.3
S T
A
.3
P T
S T A . 21+
18.31
P I
0+
6+00
7+00
8+00
8+69 8+69
E 3207061.87
N 1689976.45
S T A 0+
00.00 P
O
B
E 3207097.60
N 1689940.34
S T A 0+
50.80 P
C
E .9
N .6
S T A .9 7 P
T
E .8
N .0
S T A .7 6 P
C
E
.9
N
.1
S
T A
.4
P
T
E
.5
N
.8
S
T A
.3
P
C
E
.5
N
.8
S T
A
.4
P T
E
.5
N
.8
S T
A
.4
P C
E 3207580.51
N 1689820.84
STA 5+81.41
PT
E 3207580.51
N 1689532.86
STA 8+69.39
POE
S T A . 0
.8
P I
S T
A . 2
.5
7 P I
S T
A . 3
.9
P I
S T
A . 5+
61.43
P I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
C E
N T
E R
L
IN
E D
E T
A
IL
S C
E N
T E
R L
IN
E D
E T
A
IL
S
C
IV
IL
S
E C
T
IO
N
CS201
C
IV
IL
S
E C
T
IO
N
CS201
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
RIVETED FLUSH (TYP.)
3/8" PLAIN PIN
LOCK PIN (TYP.)
WIRE (TYP.)
BARBED
LINE POST
TOP RAIL OR TENSION WIRE
BRACE RAIL
(TYP.)
TIE WIRES
(3/8" MIN. DIA.)
TRUSS ROD
CONCRETE BASE
OR PULL POST
CORNER, END,
TIE WIRES (TYP.)
LINE POST
GRADE
WIRE
TENSIONOF FABRIC
BOTTOM
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
BASE
CONCRETE
(3/8" MIN. DIA.)
TRUSS ROD
BAND
TENSION
(3/8" MIN. DIA.)
TRUSS ROD
WIRE
TENSION
CARRIAGE BOLT
TENSION BAR
EACH FABRIC LINK
TENSION BAR TO ENGAGE
FABRIC
TOP AND BOTTOM OF FABRIC)
(15" O.C. MAX. AND WITHIN 4" FROM
TENSION BAND
FABRIC
(2'-0" O.C. MAX.)
9-GAGE TIE WIRES
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
STEEL GROUND ROD
3/4" DIA. COPPER-CLAD
OF COPPER
CLAMP-TYPE FITTING
WELD OR APPROVED
MOLDED EXOTHERMIC
COPPER WIRE
#8 AWG SOLID
FENCE POST
TRUSS ROD TRUSS ROD
LINE POSTLINE POST BRACE RAILS
RAILS
BRACE
PULL POST
TENSION WIRE
TOP RAIL OR
(TYP.)
TIE WIRES
ON EXTENSION ARMS
BARBED-WIRE APRON
RIVETED FLUSH (TYP.)
" PLAIN PIN8
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
NO SCALE
16" MIN. DIA.
M
IN
M
IN
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
10" MIN. DIA.
F A
B R
IC
W
ID
T
H
NO SCALE
FASTENING DETAILS
TRUSS ROD AND BAND
ROUND POST
BRACE RAIL CLAMP DETAILS
H-BEAM
TENSION BAND DETAIL
END OR GATE POST DETAIL
(T
Y P
2.25" x 1.70"
2.25" x 1.70"
2.375" O.D. 2.875" O.D.
2.25" x 1.70"
1.90" O.D.
2.25" x 1.70"
1.875" x 1.625"
3.50" x 3.50"
2.00" SQ.
2.375" O.D. 2.875" O.D.
2.50" SQ.
3.50" x 3.50"
3.00" SQ.
4.00" O.D.
1.66" O.D.
1.50" O.D.
1.625" x 1.50"
1.625" x 1.25"C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - SQUARE
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
LINE POSTS
C-SECTION (ROLL-FORMED)
TUBULAR - SQUARE
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
FABRIC LESS THAN 72"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
STEEL POST SCHEDULE
FABRIC 72" TO 96" FABRIC OVER 96"
NOTES:
FENCE LEGEND:
EXAMPLES:
H-BEAM ROUND POST
LINE POST ATTACHMENTS
TOP OR BRACE RAIL ATTACHMENT
GROUNDING DETAIL
NO SCALE
NO SCALE
BRACE PANEL DETAIL
10'-0" MAX. 10'-0" MAX.
NOTE:
10'-0" MAXIMUM
X X X X X X
XX
X XXXXXXXXXXX
X
X X X X X X
X X X X XXXXX
X X X X X X X
XXXXXX
X X X X X X
X X X X
XXXX
X X X X X X X
XXX
X X X
X X X X X
XXXXX
X X X X X
X
X
X
X
X
X X
X X
X X
X
XXX
X
X
X
NO SCALE
EXTENSION ARM DETAILS
LINE POST CORNER POST
1'-0"
45 DEGREES
1' -6 " 6"
T Y P
1' -1 0" 7.
5" (T
YP.
35 DEGREES
X X X X X
XXXXX
X X X X X
X X X X
X
XX
XXX
X X
X X X X
XXXX
X X X X
X X X X
XXXX
X X X X
X
X
X X
X
X
H-SECTION
FE6 CHAIN-LINK SECURITY FENCE DETAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES
TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
TWB - TENSION WIRE TOP AND BOTTOM
TBR - FENCE WITH TOP AND BOTTOM RAILS
TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
ON DOUBLE OUTRIGGER
TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE
TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
FABRIC WIDTH.
TOP AND BOTTOM TENSION WIRE, AND 48 INCH
FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON,
WIDTH.
ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC
FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE
STRAIGHT RUNS EXCEED 500 FEET.
PROVIDE BRACE PANEL WHENEVER
TO THE TOP OF THE FOUNDATION.
INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID
PROTECTED.
SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING
3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE
SECURE AREA.
FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
MANUFACTURER.
NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
NO SCALE
F E
N C
E D
E T
A
IL
S
W F -2
-R -0
W F -2
-R -0
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
C
IV
IL
S
E C
T
IO
N
CS501
C
IV
IL
S
E C
T
IO
N
CS501
A N
S I
D A
N S I
D
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
HINGE
POST
GATE
HINGE
RAIL AS SPECIFIED
TOP TENSION WIRE OR
BRACE RAIL (TYP.)
GRADE LINE
OR RAIL AS SPECIFIED
BOTTOM TENSION WIRE
TRUSS ROD (TYP.)
LATCH
AND GUTTER
EXIST. CURB
FULL DEPTH
SAWCUT CURB
GATE
3" MIN.
GUTTER
SAWCUT
SAND/GRAVEL
1" I.D. STEEL PIPE
PAVEMENT
BITUMINOUS
SURFACE
PAVED
PAVEMENT
P.C. CONC.
AND GUTTER
NEW CURB
NEW GATE
WASHER
POST FOUND.
NEW GATE
EXIST. CURB
HINGE
STANDARD
POST
GATE
GATE FRAME
CHAIN-LINK FABRIC OF BARBED-WIRE
3 VERTICAL STRANDS
BARBED WIRE
3 STRANDS OF
BARBED-WIRE
3-STRANDS OF
BARBED-WIRE
3 STRANDS OF
BARBED WIRE
3-STRANDS OF
BARBED WIRE
3-STRANDS OF
LINE POST
ASSEMBLY
LATCH
GATE FRAME
DROP ROD
FABRIC
CHAIN-LINK
RAIL AS SPECIFIED
TOP TENSION WIRE OR
HINGE
OR RAIL AS SPECIFIED
BOTTOM TENSION WIRE
RAIL (TYP.)
BRACE
LINE POST
(TYP.)
TRUSS ROD
(TYP.)
BRACE RAIL
LINE
GRADE
" DIA. DROP ROD2
JOINT
" EXP.2
" EXP. JOINT2
" TRUSS RODS8
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F E
N C
E F
A B
R
IC
GATE OPENING
4'-0"
M
IN
M A
X
6" D
IA
10"
6" DIA. P.C. CONC.
NO SCALE
PERSONNEL GATE
TYPE FE6 FENCE
OFFSET HINGE STANDARD HINGE
LATCH ASSEMBLY
DROP ROD ASSEMBLY
GATE POST SCHEDULE
6' OR LESS
MORE THAN 13' TO 18'
MORE THAN 6' TO 13'
MORE THAN 18'
2.875" O.D.
2.5" SQ.
4.0" O.D.
6.625" O.D.
8.625" O.D.
NOTES:
NO SCALE
SWING GATE DETAILS
GATE KEEPER
(TO HOLD GATE OPEN)
PLAN
A
SECTION A
DROP ROD FOUNDATION
SECTION
GATE POST DETAIL
AT CURB AND GUTTER
F E
N C
E F
A B
R
IC
GATE LEAF
M
IN
M A
X
NO SCALE
DOUBLE SWING GATE (TYPE FE6 FENCE)
ELEVATION
X X
XX
X X X X X X X X X
XXXXXXX
X X X X X X X X X X X X X X
XXXXXXX
X X X X X X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X
XXXX
X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
X
X X
X
X X
X
X X
X X
X X X X X
XXXXX
X X X X X
PLAN
DIRECTION OF GATE SWING (TYP.)
X X
XX
X X X X X X X
XXXXX
X X X X X
GATE OPENING
(NOMINAL)
GATE LEAF WIDTH
(NOMINAL)
OUTSIDE DIMENSION
2'-10" FOR POSTS 4" O.D. & LESS
" O.D.8
53'-4" FOR POSTS 6
" O.D.8
53'-10" FOR POSTS 8 4" O.D. & LESS
16" DIA. MIN. FOR GATE POSTS
OVER 4" O.D.
24" DIA. MIN. FOR GATE POSTS
FE5-48-SO-HD-6
EXAMPLES: FE6-84-DO-RA-24
OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
- HO (OFFSET)
HINGE - RA (STANDARD)
- DO (DOUBLE)
TYPE OPENING - SO (SINGLE)
FENCE HEIGHT - INCHES
FENCE TYPE - FE5, FE6, ETC.
4. GATES SHALL BE DESIGNATED AS FOLLOWS:
CONSTRUCTION OF ALL GATES SUPPLIED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.
AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE
CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.
OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED
3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)
LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,
INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
U .S
A R
M Y C
O R
P S O
F E
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IN
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A H
A
N E
F
IL
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A M
E
O M
A H
A
N E
F
IL
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A M
C
A P
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O L A
V E
F
IL
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U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
E
N C
E D
E T
A
IL
S
W F -2
-R -0
W F -2
-R -0
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
C
IV
IL
S
E C
T
IO
N
CS502
C
IV
IL
S
E C
T
IO
N
CS502
A N
S I
D A
N S I
D
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
STEEL POST
PERFORATED SQUARE
STOVE BOLT
1/4" DIA. - 20 UNC
STOVE BOLT
1/4" DIA. - 20 UNC
SIGN PLAQUE
(12 GAUGE)
SQUARE TUBING
2-1/2" PERFORATED
LEVEL
ABOVE GROUND
CORNER BOLT 1-1/2"
ANCHOR WITH 5/16"
FASTEN POST INTO
SHIMS
BREAKAWAY ANCHOR
3" SQUARE NON-PERFORATED
SINGLE HEAVY-DUTY
PLAQUE
SIGN
FIBER WASHER
STOVE BOLT
1/4" DIA. - 20 UNC
POST
TUBE
STEEL
SQUARE
WASHER
LOCKNUT
CURB
4" SOLID YELLOW / WHITE
41'-11 11/16 "
/1
/4
37'-11 3/4 "
BACKGROUND
INTERNATIONAL BLUE
STRIPING
PARKING LOT
WHITE TO MATCH
2" STRIPING (TYP)
PARKING LOT STRIPING
2" WIDE WHITE TO MATCH
HC PARKING SYMBOL
4" WHITE
4" WHITE
4" WHITE
4" YELLOW
4" YELLOW
4" SOLID WHITE
4" SOLID YELLOW
12" SOLID WHITE
4" SOLID WHITE
S O
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N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
IG
N A
G E A
N D S
T R
IP
IN
G D
E T
A
IL
S
W F -2
-R -0
W F -2
-R -0
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
C
IV
IL
S
E C
T
IO
N
CS503
C
IV
IL
S
E C
T
IO
N
CS503
A N
S I
D A
N S I
D
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E R
NO SCALE
R1-1
R6-1
R3-2
OR
R3-1
1'-0"
STOP
NO SCALE
OF SIGNS-TYPICAL INSTALLATION
HEIGHT AND LATERAL LOCATION
ADVISORY SPEED PLATE
WARNING SIGN WITH
THAN 7'
NOT LESS
THAN 7'
NOT LESS
12'
6' TO
THAN 2'
NOT LESS
6' TO 12'
12'
6' TO
THAN 6'
NOT LESS
THAN 7'
NOT LESS
2'
NO SCALE
SIGN POSITIONING
TYPICAL DETAIL OF
NOTE:
T R
A F F
IC
D
IR
E C
T
IO
N
903 OFF LC
NO SCALE
NOTES:
TYPICAL SQUARE TUBE POST SECTION
SPACED APPROXIMATELY 1" ON CENTERS.
TUBING. HOLES SHALL BE APPROXIMATELY 7/16" DIAMETER
4. STEEL POSTS SHALL BE 12-GAUGE PERFORATED STEEL
AND THE FACE OF THE SIGN PANEL.
3. A FIBER WASHER SHALL BE PLACED BETWEEN THE BOLT HEAD
STOVE BOLTS.
FASTEN TO SQUARE TUBE POSTS WITH TWO 1/4" DIA.-20 UNC
2. SIGN PANELS SHALL BE FASTENED DIRECTLY TO THE POST.
MINIMUM THICKNESS.
1. SIGN PANELS SHALL BE SINGLE SHEET ALUMINUM, 0.080"
SIGN PANEL ATTACHMENT DETAILS
SIGN PANEL
NOTES:
NO SCALE
SIGN POST ANCHOR DETAILS
N O
N -P
E R
F O
R A
T E
D A
N C
H O
R
M A
X
IN
T O A
N C
H O
R
IN
S
E R
T S
IG
N P
O S
T
REQUIREMENT
CLEARANCE
ROADSIDE SIGN
ROADSIDE SIGN ROADSIDE SIGN
ADDITIONAL STABILITY.
IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR
2. INSERT BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED
TO FILL GAP BETWEEN SIGN POST AND ANCHOR.
1. A MINIMUM OF 2 SHIMS ARE REQURED PER INSTALLATION
IS NOT ALWAYS APPLICABLE.
CURVES AND GRADES, A GENERAL RULE
TO THE NUMEROUS VARIATIONS IN ROAD
OR MINIMIZE SPECULAR REFLECTION DUE
SIGN SHALL BE POSITIONED TO ELIMIINATE
"2
NO SCALE
DOUBLE YELLOW / WHITE LINE
NO SCALE
YELLOW NO PASSING OR BARRIER LINE
CONTINUOUS WHITE EDGE LINE
BROKEN YELLOW CENTERLINE
URBAN STREETS
RURAL ROADS
BROKEN YELLOW CENTERLINE
CHANNELIZING LINE
CROSSWALK LINE
6' 18' 6' 18' 6'
10'30'10'30'10'
NO SCALE
24" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
URBAN STREETS
RURAL ROADS
6' 18' 6' 18' 6'
10'30'10'30'10'
BROKEN WHITE ONE-WAY
BROKEN WHITE ONE-WAY
2' 6' 2' 6' 2'
DOTTED WHITE ONE-WAY
STOP LINE
8' C .C
LINE SPECIFICATIONS
STANDARD PAVEMENT MARKINGS ACCESSIBILITY MARKING
HANDICAP STALL MARKINGS
TURN LANE-USE ARROW
REIRRAB
CA TIVATED
NEHW
FLASHING
36"x36"
W3-3b
STOP
HERE
ON
RED
24"x30"
R10-6A
30"x30"
R1-1
R
Y
G
T31
NO SCALE
SIGNAL HEAD DETAIL
NOTE: ALL SIGNAL LENSES SHALL BE 12".
NO SCALE
INSPECTION
COMMERCIAL
BUCKLEY AFB
HOURS : __ - __
SEE SHEETS EL100 AND EL101
NOTE: OPTIONAL LED "OPEN" SIGN MAY BE INSTALLED.
D1 DESTINATION SIGN
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
CP
CP
CP
MW
MW
MW
MW
MW
MW
DEGREE ANGLE
CROSS DITCH AT 90
PASSIVE BARRIER MUST
BARRIER POSTS
AVOID 30" CULVERT WITH
K12 PASSIVE BARRIER
ACVITE VEHICLE BARRIER
K12 RATED DROP ARM
ACVITE VEHICLE BARRIER
K12 RATED DROP ARM
FROM BACK OF CURB
ENSURE 3' CLEARANCE
FROM BACK OF CURB
ENSURE 3' CLEARANCE
OF ROADWAY
CLEARANCE FROM EDGE
ENSURE MIN. 7'
AVOID CONCRETE FLUME
SECURITY FENCE CABLE
EXTENDS PAST ANCHORED
ENSURE BARRIER
DRAWINGS CS901 - CS904
FENCE IN ACCORDANCE WITH AS-BUILT
ANCHOR CABLE OF EXISTING K-RATED
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
N 1,689,809.18
E 3,207,348.08
K 12 B
A R R
IE
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C S .d g n
B U
C S .d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
VEHICLE BARRIER PLAN NOTES:
V E
H
IC
L E B
A R
R
IE
R P
L A
N V
E H
IC
L E B
A R
R
IE
R P
L A
N
C
IV
IL
S
E C
T
IO
N
CS800
C
IV
IL
S
E C
T
IO
N
CS800
A N
S I
D A
N S I
D
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
E
RINFORMATION.
SECTION 34 72 00.00 CABLE-BASED PASSIVE VEHICLE BARRIERS FOR MORE
3. SEE SPECIFICATION SECTION 34 71 13.19 ACTIVE VEHICLE BARRIERS AND
CABLE AND EDGE OF TRAVELLED ROADWAY (WHEN ADJACENT).
(WHEN ADJACENT). ENSURE MIN. 7' CLEARANCE BETWEEN PASSIVE BARRIER
MIN. 2' CLEARANCE BETWEEN PASSIVE BARRIER CABLE AND BACK OF CURB
POSTS/DEADMEN/FOUNDATIONS AND UNDERGROUND UTILITIES. ENSURE
3. ENSURE MIN. 2' CLEARANCE BETWEEN PASSIVE BARRIER
MANHOLES, UNDERGROUND UTILITIES, ETC.).
SHALL AVOID CONFLICT WITH EXISTING INFRASTRUCTURE (LIGHT POLES,
PASSIVE BARRIER FEATURES (POSTS, DEADMEN, ETC.)
SPECIFICATIONS AND THE REQUIREMENTS OF THE BARRIER MANUFACTURER.
PLAN MAY VARY FROM SHOWN IN ORDER TO MEET THE THESE
PLANS FOR APPROVAL, AS DETAILED IN THE SPECIFICATIONS. FINAL BARRIER
2. SUBMIT DETAILED PASSIVE AND ACTIVE VEHICLE BARRIER SHOP DRAWING
ENERGY RATING INDICATED.
PASSIVE BARRIERS FOR EACH SECTION MAY MEET OR EXCEED THE KINETIC
AND LENGTHS OF PASSIVE BARRIERS ARE APPROXIMATE. SELECTED
RATINGS FOR THE SECTIONS OF PASSIVE BARRIER INDICATED. LOCATIONS
1. THE PLAN SHOWN ON THIS SHEET DENOTES REQUIRED KINETIC ENERGY
(BLDG 517)(BLDG 518)5520
2 5522
5530 5530
553055305530
55305530
55305530
INVERT = 5530.661
24 IN RCP
INVERT = 5532.002
24 IN RCP
(BUILDING 517)
INVERT = 5533.554
30 IN RCP
INVERT = 5533.988
30 IN RCP
5535 5535
5535 5535
55355535
55355535
CP
CP
CP
MW
MW
MW
MW
MW
MW
L = 14'
FLUME TYPE B
CONCRETE DRAINAGE
L = 10.5'
FLUME TYPE B
CONCRETE DRAINAGE
(CULVERT A)
FLARED END SECTION
30" RCP CULVERT WITH
(CULVERT B)
FLARED END SECTION
30" RCP CULVERT WITH
SEE NOTE 7
AWAY FROM BUILDING
PAVEMENT SLOPES 2%
SEE NOTE 7
AWAY FROM BUILDING
PAVEMENT SLOPES 2%
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
0.8%
1.7%
6.0%
5525.70
5524.24
5525.57
5524.20
FFE = 5526.57
CP CP
AC
G
C G
AC
G
C G
B
C G
C G
A
C G
C G
B
C G
C G
C C
G
C G
C G
C G
C
CG302
D
CG101CG302
D
CG101
5.0%
0.8
4.
3%
.7
5520.53
5521.46
C P
C P
5518.7045520
05519.43
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
G R
A D
IN
G P
L A
N G
R A
D
IN
G P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CG101
C
IV
IL
S
E C
T
IO
N
CG101
A N
S I
D A
N S I
D
W F -2
-R -0
W F -2
-R -0
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW CULVERT PIPE
+5886.45' SPOT ELEVATION
EXISTING/CONCURRENT MAJOR CONTOUR
EXISTING/CONCURRENT MINOR CONTOUR
0.8% DRAINAGE DIRECTION AND SLOPE
CG302 FOR SITE SECTIONS.
8. SEE SHEET CG201 FOR CULVERT PROFILES. SEE SHEETS CG301 AND
FOR A MINIMUM OF 10 FEET.
BUILDING SHALL HAVE A 5% SLOPE RUNNING AWAY FROM THE BUILDING
FROM THE BUILDING FOR A MINIMUM OF 20 FEET. ALL SOILS ABUTTING
7. PAVEMENT ABUTTING BUILDING SHALL HAVE A 2% SLOPE RUNNING AWAY
ARE PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPENCIES
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
IN ACCORDANCE WITH THE BAFB FEP.
SURFACED SHALL BE TOPSOILED (4 INCHES), SEEDED, AND STABILIZED
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE
TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED
LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING SPOT ELAVATIONS REFER TO MEAN SEA
INDICATED. COUNTOUR 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 OTHERWISE
NOTES:
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
(BLDG 517)(BLDG 518)550
552155
GRADED TO EXISTING GROUND
4' WIDE DRAINAGE DITCH
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
101102
102103
104105
PLACE LIGHTED SIGNAGE
N
KEYPLAN SCALE: 1" = 700'
30' 60'0
SCALE: 1" = 30'-0"
N
0.7%
0.7%5518
5520 5520
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW CULVERT PIPE
+5886.45' SPOT ELEVATION
EXISTING/CONCURRENT MAJOR CONTOUR
EXISTING/CONCURRENT MINOR CONTOUR
CG302 FOR SITE SECTIONS.
7. SEE SHEET CG201 FOR CULVERT PROFILES. SEE SHEETS CG301 AND
ARE PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPENCIES
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SURFACED SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE
TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED
LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING SPOT ELAVATIONS REFER TO MEAN SEA
INDICATED. COUNTOUR 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 OTHERWISE
NOTES:
A F -1
-0
A
F -1
-0
G R
A D
IN
G P
L A
N G
R A
D
IN
G P
L A
N
A R
E A
A R
E A
C
IV
IL
S
E C
T
IO
N
CG106
C
IV
IL
S
E C
T
IO
N
CG106
A N
S I
D A
N S I
D
DRAINAGE DIRECTION AND SLOPE0.8%
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
A F -1
-0
A
F -1
-0
/0
/2
/0
/2
R O
A D
W A
Y P
R O
F
IL
E R
O A
D W
A Y P
R O
F
IL
E
C
IV
IL
S
E C
T
IO
N
CG201
C
IV
IL
S
E C
T
IO
N
CG201
A N
S I
D A
N S I
D
55455545
55455545
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+009+19
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
LVIP Centerline
-2.00
V P
C S
T A
.0
E L .5
.5
.0
.5
.5
.5
.5
.2
.2
.3
.6
.4
.2
.2
.6
.9
.4
.9
.8
L=102'
-2.00%
E L .4
V P
T S
T A
.0
V P
C S
T A
.0
E L .6
L=52'
E L .1
V P
T S
T A
.0
V P I S
T A
.0
E L .0
V P I S
T A
.0
E L .1
2.00%0.00%
0.00% 2.00% 0.00%
V P
C S
T A
.0
E L .1
L=102'
E L .3
V P
T S
T A
.0
V P I S
T A
.0
E L .1 e=0.50' e=0.15' e=0.30'
L=36' e=0.13'
E L .2
E L .8
V P I S
T A
.5
V P
T S
T A
.5
E L .8
V P
C S
T A
.5
3.0 0%
0.00%
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
W F -2
-R -0
W F -2
-R -0
C E
N T
E R
L
IN
E C
E N
T E
R L
IN
E
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
EXISTING GRADE
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
-1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
STATION
-0+30
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
-0+40
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
-0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50
STATION
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
INV. IN 5519.43
INV. OUT 5518.70
INV. IN 5521.46
INV. IN 5520.53
RCP
S = 0.65%
DIA = 30"
RCP
S = 0.63%
DIA = 30"
C U
L V
E R
T P
R O
F
IL
E S
C U
L V
E R
T P
R O
F
IL
E S
C
IV
IL
S
E C
T
IO
N
CG202
C
IV
IL
S
E C
T
IO
N
CG202
A N
S I
D A
N S I
D
Culvert A
Culvert B
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
4" ASPHALT
6" AGGREGATE BASE
8" CEMENT TREATED SUBGRADE
10" CONCRETE SURFACE COURSE
10" RIGID PAVEMENT BASE COURSE
PARKING GRASS MEDIAN
FINISHED GRADE
EXISTING GRADE
10" RIGID PAVEMENT BASE COURSE
10" CONCRETE SURFACE COURSE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
55405540
55405540
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
55405540
55405540
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
A
CG301CG101
SECTION
B
CG301CG101
SECTION
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
-1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
S
IT
E C
R O
S S S
E C
T
IO
N S
S
IT
E C
R O
S S S
E C
T
IO
N S
C
IV
IL
S
E C
T
IO
N
CG301
C
IV
IL
S
E C
T
IO
N
CG301
A N
S I
D A
N S I
D
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
4" ASPHALT
6" AGGREGATE BASE
8" CEMENT TREATED SUBGRADE
EXISTING GRADE
FINISHED GRADE
8" CEMENT TREATED SUBGRADE
6" AGGREGATE BASE
4" ASPHALT
CONCRETE CURB AND GUTTER
CONCRETE CURB AND GUTTER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
55355535
55355535
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
55405540
55405540
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
STATION
C
CG302CG101
SECTION
D
CG302CG101
SECTION
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
B U
C G
.d g n
B U
C G
.d g n
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
C K
L E
Y A
F B
C O
L O
R A
D O
L A
R G
E V
E H
IC
L E I
N S
P E
C T
IO
N P
O
IN
T
L V
IP
P N C
R W
U F
Y
-1
-0
A
F -1
-0
/0
/2
/0
/2
W F -2
-R -0
W F -2
-R -0
S
IT
E C
R O
S S S
E C
T
IO
N S
S
IT
E C
R O
S S S
E C
T
IO
N S
C
IV
IL
S
E C
T
IO
N
CG302
C
IV
IL
S
E C
T
IO
N
CG302
A N
S I
D A
N S I
D
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T W
C
D A
V E
N P
O R
T
D F
E C
H N
E R
D F
E C
H N
FLUME
GRADE
FINISHED
6" BEDDING
RIPRAP (d50 = 6")
RIPRAP
CONCRETE FLUME
GUTTER
CURB AND
P.C. CONCRETE
CURB
TOP OF
TAPER
CURB
6" P.C. CONCRETE
4X4-W1.4XW1.4 WWF
COMPACTED SUBGRADE
CURB AND GUTTER
P.C. CONCRETE
6" P.C. CONCRETE
4X4-W1.4XW1.4 WWF
CURB
INTEGRAL
AS REQUIRED
EXCAVATION LINE
HAUNCH
OUTER BEDDING
MIDDLE BEDDINGOUTER BEDDING
HAUNCH
HAUNCH
HAUNCH
OUTER BEDDINGOUTER BEDDING
MIDDLE BEDDING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D
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