Am_0001-Drawings.pdf
PDF 8 MB Posted
- Attached to
- Logistics Readiness Squadron Campus, Offutt AFB, Nebraska Federal contract opportunity
- Solicitation number
- W9128F21R0026
About this file
This solicitation is for a logistics readiness squadron campus project at Offutt Air Force Base in Nebraska. The project involves demolishing existing substandard warehouse space and facilities in the construction area and building a new consolidated warehouse facility. The new facility will include logistics and administration areas, shipping and receiving operations areas, open storage areas, and loading/unloading aprons. Supporting facilities include underground utilities, electric service, paving, sanitary sewer system, storm drainage, information systems, fire suppression systems, landscaping, and site improvements. Construction includes reinforced concrete footings, floor slab, supporting structure, and egress. The project also includes the safe removal of multiple facilities. Sustainable design principles will be integrated according to applicable laws and executive orders. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Am_0006-Drawings.PDF | ||
| Am_0006.pdf | ||
| Am_0005.pdf | ||
| Am_0004.pdf | ||
| Am_0004 - D.pdf | ||
| Am_0003 - D .PDF | ||
| Am_0003.pdf | ||
| OF63 LRS CAMPUS OFFUTT AFB AM 0002.PDF | ||
| Am_0002.pdf | ||
| Am_0001.pdf | ||
| LRS Campus Drawings Part 1 of 2.pdf | ||
| W9128F-21-R-0026_SPECS.pdf | ||
| LRS Campus Drawings Part 2 of 2.pdf.pdf |
Show all 13
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:13:53 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\INDEX - 1 OF 2
®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
M
A H
A
N E
F
IL
E N
A M
E
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
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
INDEX
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
O F
G -0
.d g n
G-002
Designator)
RELEASE 6.0 for Level 2
(see A/E/C CADD STANDARD
/2
/2
M S
M
IT
H
H O
F F
M A
N
M
H O
F F
M A
N
M S
M
IT
H
L O
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O M
A H
A D
IS
T R
IC
T
O F F
U T
T A
F B
N E
B R
A S
K A
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
A N
S I
D
IN
D
E X O
F
W F -2
-R -0
A F -2
-0
-0
-2
A M
G
E N
E R
A L R
E V
IS
IO
N S
F A
IR
C H
IL
D
D R
IV
E
L A
W S
O N
BU
TLER
BLVD
APOLLO ROAD
LOOKING GLASS AVE.
M
IN
U T E
M
N
C
IR
C L E
S
B L
V D
BU
TLER
BLVD.
S A C
B L
V D
APPROACH/DEPARTURE ZONE
LA
TER
LEA
R A N
LIN
LA
TER
A L
C
LEA
R A N C E
LIN
E
C
LEA
R
Z O
N E
APPROACH/DEPARTURE ZONE
O L
O L
O L
O L
OL
O L
OL
OL
O L
E
E
E
E
E
A R
Z
O N
E
Q S D
Q S D
HOT CARGO
HOLDING PAD/
L
IM
A
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OL
O L
O L
O L
OL
OL
E
E
E
EE
E
E
E
E E
E
O L
O L
E
C
LEA
R
Z O
N E
APPROACH/DEPARTURE ZONES
C
LEA
R
Z O
N E
E
E
BUTLE
BLVD.
E
E
E
C
LEA
R
Z O
N E
O L
E
X
O O
O
X
C L E
A R
Z
O N
E
C L E
A R
Z
O N
E
C L E
A R
Z
O N
E
E
E
E
E
GATE
GATE
GATE
GATE
GATE
GATE
C
LEA
R
Z O
N E
GATE
,0
C L E
A R
Z
O N
E
A P P R O
A C
D
P A R T U
Z
N E
L
IM
IT
L
IN
L
O L
O
O
O
O
O
S A
W Y
T
W U
R T S
M
IT
BONNER LANE
L A
N G
L
Y
IV
E
L A
N G
L
Y
IV
E
EAKER DRIVE
E A
K
IV
E
LANGLEY DRIVE
M
ALM
STRO
M
C
O O O O O O
L
O L
O O O O O O O O
O O O O
O OO O
O OO O
O O
O O
E
EE
E
EE
O OO O
O
O O
O O
GATE
L
X X
O O
O O
O
O O
O
,0
E
E
E
E
EE
X X X X X X
X X
X X X X
O O
O O O O O O O O
O O
O O
O
O
O O
O O
O O
O O
O O
O O
X X X X
O
O O
O O
O O
O O
O O
O O
X X
O
O O
O O
O O
O O
O O
O
O
O O
O O
O O
O O
O O O O
O O
O OO O
O O
O
O
O
O
O
O
O
O
O O
O O
O
O O
O O
O
O
O
O
XX
XX
O
O
O
X X
X X
X XX 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 XX X
X X
X X X X
X
X XX XX 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 XX X X XX X X X
X X X X
X X
X X
O O
2'
O OO
O
C O F F
M A N
CIR
CLE
F A
IR
C H
IL
O
O O
O O O O
ARM DEARM
HOT REFUEL/
STRATTON AVE
APOLLO DRIVE
CHECKPOINT
TACAN
CELL NO.1
CELL NO.2
CELL NO.3
O O
O O
O
O
O O
O O
O O
O O
O O O O
O O O O
O O
O O
O
O
O O
O O
CONTRACTOR ACCESS ROUTE
CONTRACTOR ENTRY POINT
PARKING AREA
TRAILER & POV
CONTRACTOR
ACCESS ROUTE
CONTRACTOR
PROJECT AREA
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
A
B
C
D
E
F
G
1 98765432
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:32:57 PM 8/9/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\LOCATION PLAN
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROJECT LOCATION
N
BUTLER BLVD
O M
A H
A D
IS
T R
IC
T
O F
G -0
.d g n
L O
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K A
C O
M S
A T D
R
L O
C A
T
IO
N P
L A
N
G-007
D F
E C
H N
E R
D F
E C
H N
E R
W
C
D A
V E
N P
O R
T
A N
S I
D
OFFUTT AFB
/2
/2
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
RECON
RD
A M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
W
ST
W W W
W W W
EMERGENCY SHUT OFF
CB
EMERGENCY SHUT OFF
EMERGENCY SHUT OFF
TK REFRENCE POINT
2K CONTAINMENT
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
8' METAL FENCE
LIFT GATE
APOLLO ROAD
M
IN
U T E
M
C L E
CB
CB
CB
E
E
E
E
PB
PBPB
PB
PB
PB
PB
CP
PB
PB
S
T
T
S
M
G
D T
M
D
D
M
G
T
D
G
M
M
CP
G
CB
DD
D
T
CI
MW
D
G
PB
MW
33'
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
A
B
C
D
E
F
G
1 98765432
®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
LRS BUILDING
FFE = 975'
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:04:50 PM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\BORING LOCATION PLAN
B -1
.d g n
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K A
/2
/2
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
B-101
A N
S I
D
K
H A
L L
C F
R
IT
Z S
C H
B O
R
IN
G L
O C
A T
IO
N P
L A
N
R S
IS
K
R S
IS
K
OF20-01
OF20-03
OF20-02 OF20-06
OF20-04
OF20-05
N
LEGEND:
APPROXIMATE BORING LOCATION
BORING INFORMATION:
BORING ID NORTHING EASTING ELEVATION (FT)
THICKNESS (FT)
CONCRETE
OF20-01
OF20-02
OF20-03
OF20-04
OF20-05
OF20-06
492236.32
492126.92
492220.79
491985.41
492032.34
492126.06
2765410.97
2765495.91
2765609.96
2765561.99
2765380.02
2765653.07
969.0
969.0
969.0
967.5
970.0
968.5
0.8
0.7
0.6
N/A
0.6
0.7
GENERAL NOTES:
2. SEE SHEET B-301 FOR BORING LOGS
1. COORDINATE SYSTEM: NEBRASKA (2600), DATUM: NAVD88, NAD83.
W F -2
-R -0
A F -2
-0
A M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
APOLLO ROAD
M
IN
U T E
M
C L E
12" CMP = 962.808
12" RCP E = 967.052
24" RCP E = 965.48
18" HDPE S = 966.24
18" HDPE N = 965.58
RIM = 969.94
12" CMP = 962.818
12" CMP N = 962.885
12" CMP = 962.897
6" IRON = 963.809
12" CMP E = 963.272
TOP OF IRON PIPE = 965.560
TOP OF IRON PIPE = 966.669
18" CMP W = 965.449
18" RCP SE = 965.369
RIM = 971.491
12" RCP N = 967.12
18" RCP W = 966.15
18" HDPE SW = 965.90
RIM = 969.64
15" RCP NW = 965.89
18" HDPE NE = 965.83
18" HDPE S = 965.76
RIM = 969.37
18" RCP NE = 966.713
18" RCP N =965.029
18" CMP NW =964.944
18" RCP E = 967.08
RIM = 971.21
MAHNHOLE = 958.57
TOP OF PIPE THROUGH
FLOOR = 957.32
RIM = 970.219
LINE
NATURAL GAS
ABANDONED
NATURAL GAS LINE
ABANDONED
NATURAL GAS LINE
ABANDONED
LINE
NATURAL GAS
ABANDONED
LINE
NATURAL GAS
ABANDONED
18" CMP SW = 966.110
18" RCP SE = 966.160
RIM = 971.460
18" RCP S = 964.468
18" RCP NW = 964.253
24" RCP NE = 964.017
RIM = 969.063
12" RCP W = 962.109
EMERGENCY SHUT OFF
EQUIPMENT
ELECTRICAL
PEDESTAL, AND
POWER POLE, COMM
6" PVC SW = 963.930
8" PVC NE = 963.880
RIM = 969.530
TRENCH
EMERGENCY SHUT OFF
FUEL SYSTEM
POST
BUILDING 482
FUEL
F.F.E. = 967.393
12" CMP W = 962.882
12" RCP E = 962.668
RIM = 966.89
EMERGENCY SHUT OFF
FUEL SYSTEM
967.833
F.F.E. =
6" PVC S = 962.925
8" PVC SSW = 962.591
6" CLAY SE = 962.10
6" CLAY SW = 962.238
6" PVC NW = 962.100
RIM = 968.391
TK REFRENCE POINT
2K CONTAINMENT
CUSTOM METAL RAMP
969.317
F.F.E. =
969.713
F.F.E. =
970.315
F.F.E. =
TOP OF 6" IRON FUEL LINE
970.382
F.F.E. =
970.438
F.F.E. =
FUEL
970.534
F.F.E. =
FUEL SW 6205
5' TALL
9" DIAMETER
4.5' TALL
9" DIAMETER
LIFT GATE
(TYPICAL)
K-RAIL
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
A
B
C
D
E
F
G
1 98765432
®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
W
EP
EP
EP
EP
E
E
E
E
PB
PBPB
PB
PB
PB
PB
CP
PB
PB
S
T
T
S
M
G
D T
M
D
D
M
G
T
D
G
M
M
CP
G
ST
CB
DD
D
T
CI
MW
D
G
W W W
W W W
W
CO
CP
W
CB
PB
EV
EV
G
MW
F
MW
T
F
MW
MW
PB
PB
T
M
W
CB
T
EV
M
EV
T
M M
G
G
G
G
G
MW
3-4"
BUTLER BOULEVARD
' M
E T A L F
E N
C E
F
BUILDING 543
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
M
M
M
M E
T A
L F
E N
C E
G G
G
G
G
C O
M S
A T D
R
IV
E
C O
M S
A T D
R
IV
E
G
D
T
M
OF 20-02
OF 20-05
OF 20-04
OF 20-06
OF 20-01
OF 20-03
W E
IG
H S
T A T
IO
N
MW
MW
M E
T A
L F
E N
C E
8' METAL FENCE
8' METAL FENCE
8' METAL FENCE
M E
T A
L F
E N
C E
8' METAL FENCE
8' METAL FENCE
M E
T A
L F
E N
C E
CO
MW
GG
T
G
16"
15"
T
EV
40"
KEYPLAN SCALE: 1" = 500'
CP
AC
12"
12"
U
EV
UG COMM LINE
COMM MANHOLE
UG POWER LINE
ELECTRIC PULL BOX
YARD HYDRANT
FIRE HYDRANT
WATER LINE
WATER VALVE
GUY WIRE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
ELECTRICAL PANEL
POWER POLE
BOLLARD
FENCE
COMM VAULT
BUSH
CONIFEROUS TREE WITH SIZE
DECIDUOUS TREE WITH SIZE
GAS METER (FUEL)
OVERHEAD POWER LINE
UG GAS LINE
GAS VALVE (FUEL)
SECURITY CAMERA
TEST STATION
ELECTRIC TRANSFORMER
SIGN
CULVERT PIPE
STORM DRAIN PIPE
STORM SEWER MANHOLE
SANITARY SEWER (FORCE MAIN)
SANITARY SEWER (GRAVITY)
SANITARY SEWER MANHOLE
CONTOURS
TOPO LEGEND
ELECTRICAL EQUIPMENT
IRRIGATION DEVICE
WATER DEVICE
HVAC UNIT
ELECTRIC VAULT
ELECTRIC MANHOLE
MONITORING WELL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:44:18 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63VF101
V F .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K A
/2
/2
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF101
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
W
C
D A
V E
N P
O R
T
FOR THE BORING NUMBER
"OF" IS NOMENCLATURE
GEOTECHNICAL BORING
W
C
D A
V E
N P
O R
T
W F -2
-R -0
EP
A F -2
-0
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
W
G
CO
M
G
CB
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
8' METAL FENCE
LIFT GATE
APOLLO ROAD
M
IN
U T E
M
C L E
CB
CB
CB
S
S
D
D
D
D
CB
DD
D
CI
MW
D
MW
33'
TRUCK SCALE
FENCE
EXISTING
TIE INTO
TO REMAIN
LOADING RAMP
DETAILS ON SHEET CS503
MANUAL FE-6 SLIDE GATE
DETAILS ON SHEET CS504
FE-6 SLIDE GATE
DETAILS ON SHEET CS504
FE-6 SLIDE GATE
HANDICAP RAMP
STAIR DETAILS FOUND ON CS501
STAIR DETAILS FOUND ON CS501
REPLACE EXISTING CONCRETE
FOR MECHANICAL ROOM
VEHICLE ACCESS RAMP
FENCE
EXISTING
TIE INTO
POV PARKING
SEE SHEET CS505
FENCE DITCH CROSSING
DETAILS ON CS502
SECURITY FENCE
FE-6 CHAIN-LINK
DETAILS ON CS502
SECURITY FENCE
FE-6 CHAIN-LINK
INTEGRAL CURB
INTEGRAL CURB
NEW RIM ELEVATION = 969.85'
PAVEMENT ELEVATION
MANHOLE RAISED 1.5' TO MEET NEW
LOADING DOCK RAMP
INTEGRAL CURB
LOADING DOCKLOADING DOCK
IN PLACE
MANHOLE REMAINS
DETAILS ON CS502
FE-6 CHAIN-LINK SECURITY FENCE
EXISTING FENCE
TIE INTO
ELECTRICAL SHEETS
MORE INFORMATION ON
ELECTRICAL EQUIPMENT
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
A
B
C
D
E
F
G
1 98765432
®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
N 492,230.33
E 2,765,677.90
N 492,228.14
E 2,765,619.89
N 492,056.50
E 2,765,666.66
N 491,848.97
E 2,765,570.18N 491,861.15
E 2,765,389.62
N 491,966.84
E 2,765,356.28
N 492,110.40
E 2,765,612.12
N 492,101.43
E 2,765,626.48
N 491,953.92
E 2,765,467.08 N 491,953.92
E 2,765,507.08
N 492,242.68
E 2,765,399.57
N 491,898.89
E 2,765,543.85
N 491,977.89
E 2,765,661.47
N 491,966.88
E 2,765,638.13
N 492,124.94
E 2,765,391.80
N 492,152.34
E 2,765,381.58
N 491,856.97
E 2,765,467.08
R
N 492,234.13
E 2,765,620.29
N 492,295.34
E 2,765,576.01
N 492,307.86
E 2,765,682.62
N 492,264.42
E 2,765,680.62
N 492,263.79
E 2,765,688.79
N 491,850.18
E 2,765,573.22
R
N 491,970.12
E 2,765,588.91
R
R
N 491,989.05
E 2,765,604.20
N 491,979.74
E 2,765,587.34
N 491,989.05
E 2,765,633.57
N 492,017.09
E 2,765,663.59
R
R 25'
R
R
R = 10'
R
N 492,029.62
E 2,765,361.36
N 492,058.46
E 2,765,375.39
N 492,083.30
E 2,765,353.25
N 492,006.87
E 2,765,346.70
N 492,268.74
E 2,765,612.38
N 491,826.36
E 2,765,436.01
N 491,900.29
E 2,765,537.08
N 491,859.82
E 2,765,423.25
N 491,964.54
E 2,765,430.16
N 491,966.74
E 2,765,396.69
N 492,087.05
E 2,765,389.30
KEYPLAN SCALE: 1" = 500'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:18:56 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\CS101
-2
-0
C S .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K A
/2
/2
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
S
IT
E P
L A
N
CS101
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
LEGEND
SEE SHEET CP502 FOR TYPICAL SECTION
CONCRETE PAVEMENT
SEE SPEC 32 92 19 FOR DETAILS
SEEDED AREAS
W F -2
-R -0
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
BARBED WIRE
3 STRANDS OF
ROLLER ASSEMBLY
LOWER GUIDE
IRON ROLLERS
MALLEABLE
4" O.D. POST
ASSEMBLY
GUIDE ROLLER
GATE FRAME
4" O.D. POST
GATE FRAME
ASSEMBLY
TRUCK ROLLER
BARBED WIRE
3 STRANDS OF
ROLLER ASSEMBLY
UPPER TRUCK
GATE
4" O.D. POST4" O.D. POST
GATE
IRON ROLLERS
MALLEABLE
WIRE
STRANDS OF BARBED
OUTIGGER WITH 3
GATE
CONCRETE BASE
TENSION WIRE
BOTTOM RAIL OR
(3/8" MIN. DIA.)
TRUSS ROD
CATCH
LOCKING
MECHANICAL
ELECTRO-
BRACE RAIL
(TYP.)
TIE WIRES
LINE POST
TENSION WIRE
TOP RAIL OR
BARBED-WIRE
3-STRANDS OF
POST (1 OF 3)
4" DIA. GATE
BARBED-WIRE
3-STRANDS OF
UPPER CORNERS
WELDED AT
TRUSS RODS
TRUSS ROD
3/8" DIA.
BAR & BANDS
STRETCHER
4" DIA. POST
4" DIA. POST
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
A
B
C
D
E
F
G
1 98765432
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:12:34 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CS503
C S .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
NO SCALE
PLAN
NO SCALE
ELEVATION
1 1
GATE POST SPACING
10'-0" MAXIMUM
DIA.
16" MIN.
M
IN
BACK FRAME GATE FRAME
GATE OPENING
SECURE SIDE
UNSECURE SIDE
NO SCALE
LOWER GUIDE ROLLER ASSEMBLY
NO SCALE
UPPER TRUCK ROLLER ASSEMBLY
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
XXXX
X X X X
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
XXXXX
X X X X X
X X
XX
X 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
XX
X X X X X
XXX
X X X
X X
XX
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
XX
X X
XX
XX
X X
XX
X X
XX
X X X X X
XXX
X X XX
X
X X X X
XXX
X X X
X X X X XX 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
NOTES:
TO LIMIT OTHER TYPES OF GATE SECTIONS AND METHODS OF INSTALLATION.
4. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED
3. ROLLERS SHALL BE EITHER INTERNAL OR EXTERNAL.
2. GATE FRAMES SHALL BE EITHER ZINC-COATED STEEL OR ALUMINUM ALLOY.
1. CANTILEVERED SLIDE GATES SHALL CONFORM TO ASTM F1184.
5" MAX. CLEAR
F E
N C
E H
E
IG
H T
GATE OPENING
W
C
D A
V E
N P
O R
T
F E -6 S
L
ID
E G
A T
E D
E T
A
IL
S
CS503
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
10'-0" MAXIMUM
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
CONCRETE
TOPSOIL
COMPACTED
GRADE
1/2"X 2" BARS
AT 6" CENTERS
1/2"X 2-1/2" BARS
RAIL
FENCE BOTTOM
1/2" X 2-1/2" BAR
CONCRETE
8 - #4 BARS
@ 12" C.C.
#4 BAR TIES
FENCE POST
VERTICAL BARS
BARS WELDED TO
1/2" X 2" HORIZONTAL
BARS AT 6" CENTERS
1/2" X 2-1/2" VERTICAL
VERTICAL BARS
WELDED TO
1/2" X 2-1/2" BAR
FENCE POST
CONCRETE BASE
GRATE
DITCH MANPROOFING
CONCRETE BASE
GRADE
RAIL (TYP.)
BOTTOM
LINE POST
LINE POST
END
DOUBLE RAIL
THREADS
BOLT W/PEEN
" CARRIAGE8
LINE POST
FABRIC
RAIL
BOTTOM
GRATE
MANPROOFING
BRACE RAIL
TOP RAIL OR TENSION WIRE
(3/8" MIN. DIA.)
TRUSS ROD
(TYP.)
TIE WIRES
OF FABRIC
BOTTOM
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
WIRE
TENSION
(TYP.)
TIE WIRES
FENCE DITCH CROSSING
THROUGH FENCE DITCH CROSSING
DRAINAGE DITCH SLOPE MAINTAINED
LOWEST POINT OF DRAINAGE DITCH
LINE POST SHALL BE LOCATED AT
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
A
B
C
D
E
F
G
1 98765432
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:17:58 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CS505
C S .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
NO SCALE
10" MIN. DIA.
NOTES:
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
SECURE SIDE
NO SCALE
BOTTOM RAIL DETAILS
X
X
X X
X
X
X
X
X
X
X
H H
M
IN
14" MIN. DIA.
10'-0" MAX.
CHAIN-LINK FENCE DITCH CROSSING DETAIL
10'-0" MAX.
5"
MAX.
NO SCALE
DITCH MANPROOFING GRATE DETAILS
ELEVATION
DIA.
14" MIN.
10"
MIN.
M
IN
M
IN
M A
X
M A
X
M A
X
3" MAX.
SECTION
3. REINFORCING STEEL FY = 60 KSI.
OFFICER AND SHALL BE SUBJECT TO APPROVAL.
2. MANPROOFING GRATE SHALL BE INSPECTED BY THE CONTRACTING
BE GALVANIZED WITH 2.0 OZ. ZINC/SQ. FT.
1. ALL BARS SHALL BE STRUCTURAL GRADE STEEL AND SHALL
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
F E
N C
E D
IT
C H C
R O
S S
IN
G
CS505
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
W F -2
-R -0
F A
B R
IC
W
ID
T
H
7.0%
DRAINAGE
D R
A
IN
A G
E
.5
DRAINAGE
7.0%
PLAN VIEW
DRAIN
AGE0.5
A F -2
-0
A M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
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
A
B
C
D
E
F
G
1 98765432
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:18:38 PM 8/9/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CS506
C S .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
M N
E W D
R A
W
IN
G A
D D
E D
-0
-2
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
A F -2
-0
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
F E -6 S
W
IN
G G
A T
E D
E T
A
IL
S
CS506
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
W F -2
-R -0
LRS BUILDING
FFE = 975'
CB
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
8' METAL FENCE
LIFT GATE
970970
APOLLO ROAD
M
IN
U T E
M
C L E
CB
CB
CB
S
S
D
D
D
D
CB
DD
D
CI
MW
D
MW
ELEVATION =971'
SHEET S-304
SEE STRUCTURAL DRAWINGS
RETAINING WALL
18" RCP
REPLACE 10' OF
18" RCP
REPLACE 10' OF
ELEVATION =971'
ELEVATION =971'
ELEVATION =970.50'
18" RCP S = 966.4'
GRASS SWALE
12" RCP N = 965.90
TOP GRATE = 969.00
TYPE A AREA INLET
12" RCP E = 965.55
12" RCP S = 965.70
TOP GRATE = 969.80
TYPE A AREA INLET
18" RCP N = 965.029
18" RCP S = 965.04
12" RCP W = 965.10
TOP GRATE = 968.50
TYPE A AREA INLET
LANDING = 975'
MECHANICAL ROOM
ELEVATION OF
NEW RIM ELEVATION = 969.85'
MANHOLE RAISED 1.5'
LENGTH = 39.2'
12" CLASS III RCP
STORM DRAIN 1
LENGTH = 84.3'
12" CLASS III RCP
STORM DRAIN 1
LENGTH = 14.0'
18" RCP NEW RIM ELEVATION = 969.85'
MANHOLE RAISED 1.5'
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
A
B
C
D
E
F
G
1 98765432
®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
.0
D
R A
IN
A G
E
D R
A
IN
A G
E
.5
B
C G
C G
B
A
CG301CG101
CG301CG101
A
C G
C G
CB
CB
CB
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:39:15 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CG101
C G
.d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
W
C
D A
V E
N P
O R
T
G R
A D
IN
G P
L A
N
CG101
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW CULVERT PIPE
NEW STORM DRAIN PIPE
NEW STORM DRAIN MANHOLE
EXISTING/CONCURRENT MAJOR CONTOUR
EXISTING/CONCURRENT MINOR CONTOUR
NEW "TYPE A" STORM DRAIN AREA INLET
SECTIONS. SEE SHEET CP101 FOR SPOT ELEVATIONS.
8. SEE SHEET CG201 FOR CULVERT PROFILE. SEE SHEET CG301 FOR SITE
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 1% SLOPE RUNNING AWAY
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
GENERAL NOTES:
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
A M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
STAIRS
SIDEWALKAREA INLET
PROPOSED GRADE
EXISTING GROUND
AREA INLET
I.E. = 965.90'
12" RCP
I.E. = 965.55'
18" RCP
I.E. = 965.10'
18" RCP
AREA INLET
SIDEWALK
I.E. = 965.70'
12" RCP
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
A
B
C
D
E
F
G
1 98765432
®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
985985
985985
-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
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
STORM DRAIN 1 PROFILE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:43:55 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CG201
C G
.d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
W
C
D A
V E
N P
O R
T
W
C
D A
V E
N P
O R
T
S T
O R
M D
R A
IN
P
R O
F
IL
E
CG201
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
W F -2
-R -0
A F -2
-0
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
W W W
W W W
CB
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
OF 20-02
OF 20-05
OF 20-04
OF 20-06
OF 20-01
OF 20-03
FUEL
8' METAL FENCE
FUEL SW 6205
LIFT GATE
APOLLO ROAD
M
IN
U T E
M
C L E
S
T
T
S
T
T
CB
T
CI
MW
MW
SURCHARGE SLOPE = 1H:1V
INTO EXISTING CURB
TIE SURCHARGE
CENTERLINE
INFORMATION.
FOR ADDITIONAL
SEE GENERAL NOTE 4
SETTLEMENT PLATES.
MONUMENT
2' X 2' SURVEY
INFORMATION.
FOR ADDITIONAL
SEE GENERAL NOTE 4
SETTLEMENT PLATES.
MONUMENT
2' X 2' SURVEY
EDGE OF SURCHARGE
SURCHARGE
EDGE OF
240.8'
SURCHARGE SLOPE = 1H:1V
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
A
B
C
D
E
F
G
1 98765432
®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
N 492,264.09
E 2,765,642.26
N 492,266.46
E 2,765,626.63
N 492,238.05
E 2,765,658.03
N 492,097.99
E 2,765,648.22
N 492,075.34
E 2,765,630.30N 492,091.60
E 2,765,378.52
N 492,098.66
E 2,765,364.92
N 492,117.50
E 2,765,358.77
N 492,275.21
E 2,765,391.88
N 492,250.88
E 2,765,368.31
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:51:37 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CG101
C G
.d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
EXISTING/CONCURRENT MAJOR CONTOUR
EXISTING/CONCURRENT MINOR CONTOUR
EDGE OF SURCHARGE
W
C
D A
V E
N P
O R
T
S U
R C
H A
R G
E G
R A
D
IN
G P
L A
N
CG401
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
SURCHARGE CENTERLINE
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
OVEREXCAVATION DETAILS.
SEE STRUCTURAL DRAWING S-004 FOR FOUNDATION 6.
INFORMATION.
SEE SPECIFICATION 31 00 00 FOR SUBMITTALS AND ADDITIONAL 5.
WEST EDGES OF SURCHARGE ALONG THE SURCHARGE CENTERLINE.
PLACEMENT. THE PLATES SHOULD BE PLACED 45' FROM THE EAST AND
MUST BE INSTALLED INSIDE BUILDING FOOTPRINT PRIOR TO SURCHARGE
2 SURVEY MONUMENTS, CONSISTING OF 2' X 2' SETTLEMENT PLATES, 4.
MUST HAVE A MINIMUM SATURATED UNIT WEIGHT OF 100 PCF.
PLACE SURCHARGE FILL IN LIFTS 12 INCHES THICK. SURCHARGE FILL 3.
TOP OF SURCHARGE.
SLOPE OF 1H:1V FROM THE TOP OF PRELOAD/PERMENANT FILL TO THE
BUILDING PERIMETER. SIDESLOPES OF SURCHARGE SHOULD HAVE A
THE TOP HEIGHT OF THE SURCHARGE AT LEAST 10 FEET BEYOND
FEET ABOVE THE FINISHED FLOOR ELEVATION OF THE BUILDING. EXTEND
AFTER PRELOADING, PLACE ADDITIONAL SURCHARGE AT LEAST 7 2.
DISTANCE EXTENDING 20 FEET BEYOND BUILDING PERIMETER.
STRUCTURAL FILL UP TO THE FINISHED SUBGRADE ELEVATION TO A
PRELOAD BUILDING FOOTPRINT BY PLACING ALL PERMANENT 1.
GENERAL NOTES:
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
BUILDING 543
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
969.317
F.F.E. =
969.713
F.F.E. =
970.315
F.F.E. =
970.382
F.F.E. =
W E
IG
H S
T A T
IO
N
970.534
F.F.E. =
8' METAL FENCE
APOLLO ROAD
M
IN
U T E
M
C L E
CB
CI
MW
CP
MW
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE PAVEMENT
REMOVE PAVEMENTREMOVE PAVEMENT
REMOVE FENCE
REMOVE TRUCK SCALE
PAVEMENT
REMOVE
AND CURB AND GUTTER
REMOVE PAVEMENT
REMOVE BUILDING 586
REMOVE BUILDING 545
REMOVE BUILDING 553
BUILDING 543
REMOVE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
CULVERTS
OF 2 CONNECTED 18"
REMOVE INLET AND FIRST 10'
AND 12" CULVERT
REMOVE FLUME
AND 12" CULVERT
REMOVE FLUME
COORDINATE RELOCATION WITH OFFUTT PERSONNEL
SALVAGE AND RELOCATE CUSTOM METAL RAMP
12" RCP E = 967.052
EQUIPMENT
ELECTRICAL
PEDESTAL, AND
POWER POLE, COMM
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
A
B
C
D
E
F
G
1 98765432
®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
N 491,966.64
E 2,765,357.10
N 492,083.30
E 2,765,352.25
N 492,006.87
E 2,765,345.70
N 492,295.22
E 2,765,576.07
N 492,271.29
E 2,765,574.51
N 492,307.86
E 2,765,682.62
N 492,264.41
E 2,765,680.71
N 491,825.53
E 2,765,436.04
N 491,847.16
E 2,765,570.72
N 491,859.82
E 2,765,423.25
N 491,964.54
E 2,765,430.16
N 491,966.74
E 2,765,396.69
N 491,848.85
E 2,765,572.12
N 491,852.06
E 2,765,510.40
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:06:08 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CD101
C D
.d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
W
C
D A
V E
N P
O R
T
/2
/2
D E
M O
L
IT
IO
N P
L A
N
CD101
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
LEGEND
PAVEMENT REMOVAL
BUILDING AND OTHER SITE FEATURE REMOVAL
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
A M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
OFFUTT PERSONNEL.
RELOCATED PRIOR TO CONSTRUCTION. COORDINATE RELOCATION WITH
2. ANY CONCRETE BARRIERS FOUND WITHIN THE PROJECT LIMITS SHALL BE
1. REMOVE ALL BOLLARDS LOCATED WITHIN PAVEMENT REMOVAL AREA
GENERAL NOTES:
LINE
NATURAL GAS
ABANDONED
NATURAL GAS LINE
ABANDONED
NATURAL GAS LINE
ABANDONED
LINE
NATURAL GAS
ABANDONED
LINE
NATURAL GAS
ABANDONED
W W W
W W W
EMERGENCY SHUT OFF
CB
EMERGENCY SHUT OFF
EMERGENCY SHUT OFF
TK REFRENCE POINT
2K CONTAINMENT
' M
E T A L F
E N
C E
BUILDING 543
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
M E
T A
L F
E N
C E
969.317
F.F.E. =
969.713
F.F.E. =
OF 20-02
OF 20-05
OF 20-04
OF 20-06
OF 20-01
OF 20-03
970.315
F.F.E. =
970.382
F.F.E. =
W E
IG
H S
T A T
IO
N
970.534
F.F.E. =
8' METAL FENCE
8' METAL FENCE
8' METAL FENCE
M E
T A
L F
E N
C E
8' METAL FENCE
8' METAL FENCE
M E
T A
L F
E N
C E
LIFT GATE
W
APOLLO ROAD
M
IN
U T E
M
C L E
E
E
E
E
PB
PBPB
PB
PB
PB
PB
CP
PB
PB
S
T
T
S
M
G
D T
M
D
D
M
G
T
D
G
M
M
CP
G
CB
DD
D
T
CI
MW
D
G
CO
CP
PB
MW
CO
LINE AND CAP AT CONNECTION
ACTIVE NATURAL GAS LINE. REMOVE
AND CAP AT ROADWAY."
GAS LINE. REMOVE LINE
ABANDONED NATURAL
CONNECTION
LINE AND CAP AT
GAS LINE. REMOVE
ABANDONED NATURAL
AND EQUIPMENT
REMOVE GAS METER
EQUIPMENT
METER AND
REMOVE GAS
VALVE
SERVICE LINE AND
REMOVE WATER
LINE AND CLEANOUT
SEWER SERVICE
REMOVE SANITARY
TO SHUTOFF VALVE
CAP AT CONNECTION
SERVICE LINE AND
REMOVE WATER
MANHOLE
PLUG AND CAP AT CONNECTION TO
REMOVE SANITARY SEWER SERVICE LINE
MANHOLE
PLUG AND CAP AT CONNECTION TO
REMOVE SANITARY SEWER SERVICE LINE
BE RAISED
RIM ELEVATION WILL
MANHOLE TO REMAIN
SANITARY SEWER
CULVERTS
OF 2 CONNECTED 18"
REMOVE INLET AND FIRST 10'
AND 12" CULVERT
REMOVE FLUME
AND 12" CULVERT
REMOVE FLUME
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
A
B
C
D
E
F
G
1 98765432
®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
W
W
M
W
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:25:38 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CD201
C D
.d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
W
C
D A
V E
N P
O R
T
/2
/2
CD201
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
LEGEND
U T
IL
IT
Y D
E M
O L
IT
IO
N P
L A
N
UTILITY REMOVAL
W
C
D A
V E
N P
O R
T
W F -2
-R -0
A F -2
-0
INFORMATION
SEE SHEETS CS101, CG101, AND CU-101 FOR ADDITIONAL 2.
CAN BE FOUND ON ED101 AND XED101.
ELECTRICAL DEMOLITION AND REMOVAL INFORMATION 1.
GENERAL NOTES:
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
8' METAL FENCE
LIFT GATE
APOLLO ROAD
M
IN
U T E
M
C L E
S
S
MW
CP
MW
33'
CURB & GUTTER
TIE INTO EXISTING
INTEGRAL CURB (TYP)
INTEGRAL CURB (TYP)
INTEGRAL CURB (TYP)
INTEGRAL CURB (TYP)
INTEGRAL CURB (TYP)
INTEGRAL CURB (TYP)
FLUSH WITH TRUCK SCALE
PAVEMENT SHOULD BE
TRUCK SCALE
FLUSH WITH TRUCK SCALE
PAVEMENT SHOULD BE
TRUCK SCALE
RIM ELEVATION = 969.53
SANITARY SEWER MANHOLE
PAVING ABUTS EXISTING
RIM ELEVATION = 969.85'
MANHOLE RAISED TO RIM
PAVING EXTENDED TO
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
A
B
C
D
E
F
G
1 98765432
®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
LRS BUILDING
FFE = 975'
GL 966.53'
966.76'
GL 966.79'
966.86'
BC 967.04'
BC 967.28'
GL 967.50'
BC 968.00'
968.00' 968.00'
968.00'
GL 968.28'
968.50'
GL 968.60'
GL 968.64'
GL 968.74'
GL 968.86'
GL 968.86'
GL 969.01'
GL 969.02'
GL 969.05'
971.00'
BC 969.10'
GL 969.10'
BC 969.14'
BC 969.24'
GL 969.30'
GL 969.31'
969.35'
BC 969.36'
BC 969.36'
BC 969.51'
BC 969.52'
BC 969.55'
BC 969.60'
971.00'
BC 969.79'
BC 969.82'
969.98'
970.10'
GL 970.14'
970.50'
BC 970.64'
970.74'
970.74'
970.74'
970.80'
970.83'
970.85'
971.00'971.00'971.00'
971.10'
971.10'
971.20'
972.75'
972.75'
974.18'
974.76'
974.76'
975.00'
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:32:24 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CP101
C P .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
A N
S I
D
SEE SHEET CP502 FOR DETAILS
CONCRETE SIDEWALK
LEGEND
SEE SHEET CP502 FOR TYPICAL SECTION
CONCRETE PAVEMENT
/2
/2
W
C
D A
V E
N P
O R
T
P A
V
IN
G P
L A
N
CP101
D F
E C
H N
E R
D F
E C
H N
E R
1. LOADING DOCK AND RAMP DETAILS FOUND IN THE STRUCTURAL DRAWINGS
NOTES:
SEE SHEET CP502 FOR DETAIL
INTEGRAL CURB
SPOT ELEVATION
W
C
D A
V E
N P
O R
T
971.00'
GL 971.00' GUTTER LINE OF INTEGRAL CURB ELEVATION
BACK OF CURB ELEVATIONBC 971.00'
W F -2
-R -0
A F -2
-0
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
B U
IL
D
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
970970
8' METAL FENCE
LIFT GATE
APOLLO ROAD
M
IN
U T E
M
C L E
D
D
D
D
CB
DD
D
CI
MW
D
CB
CB
CB
MW
DETAILS ON SHEET CE501
AND TRUCK WASH AREA
STONE CONTRUCTION ENTRANCE
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
A
B
C
D
E
F
G
1 98765432
®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
LRS BUILDING
FFE = 975'
AIP
CIP
AIP
AIP
CB
CB
CB
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:29:01 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\OF63CE101
C E .d
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'-0"
N
LEGEND
SILT FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW STORM DRAIN INLET
NEW CULVERT PIPE
NEW STORM DRAIN PIPE
NEW STORM DRAIN MANHOLE
CIP CULVERT INLET PROTECTION
5890 NEW MAJOR CONTOUR
NEW MINOR CONTOUR
FIELD MIX SEEDING (TYP.)
AIP AREA INLET PROTECTION
W
C
D A
V E
N P
O R
T
E R
O S
IO
N C
O N
T R
O L P
L A
N
CE101
D F
E C
H N
E R
D F
E C
H N
E R
A N
S I
D
/2
/2
W F -2
-R -0
D F
E C
H N
E R
A F -2
-0
SHALL BE SEEDED WITH FIELD MIX.
1. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES
NOTES:
A
M G
E N
E R
A L R
E V
IS
IO
N S
-0
-2
12" RCP E = 967.052
ST
LINE
NATURAL GAS
ABANDONED
NATURAL GAS LINE
ABANDONED
NATURAL GAS LINE
ABANDONED
LINE
NATURAL GAS
ABANDONED
LINE
NATURAL GAS
ABANDONED
W W W
W W W
EQUIPMENT
ELECTRICAL
PEDESTAL, AND
POWER POLE, COMM
6" PVC SW = 963.930
8" PVC NE = 963.880
RIM = 969.530
6" PVC S = 962.925
8" PVC SSW = 962.591
6" CLAY SE = 962.10
6" CLAY SW = 962.238
6" PVC NW = 962.100
RIM = 968.391
970.438
F.F.E. =
8' METAL FENCE
EP
EP
EP
EP
E
E
E
E
PB
PBPB
PB
PB
PB
PB
CP
PB
PB
S
T
T
S
D T
D
D
G
T
D
G
M
G
CB
DD
D
T
CI
CI
D
G
PB
EV
EV
EV
EV
EV
APOLLO ROAD
M
IN
U T E
M
C L E
LRS BUILDING
FFE = 975'
CBCB
CBCB
CBCB
NEW FH
WITH GATE VALVE TYP.
3" WATER SERVICE LINE
NEW FH
SEE SHEET M-401 FOR CONTINUATION
NEW GAS SERVICE TO METER
MATCHING PIPE SIZE
ACTIVE GAS LINE WITH
CONNECT TO EXISTING
8" TEE & GATE VALVE TYP.
WATER LINE WITH
CONNECT TO EXIST.
8" TEE & GATE VALVE TYP.
WATER LINE WITH
CONNECT TO EXIST.
FOR CONTINUATION
SEE SHEET P-101
INV. EL. = 967.74
RIM = 974.74
NEW CLEAN OUTS
INV. OUT (8" SE) = 963.91
INV. IN (4" N) = 964.16
RIM = 972.34
NEW SSMH
FOR CONTINUATION
SEE SHEET P-101
NEW 3" DW
FOR CONTINUATION
SEE SHEET FX100
NEW 8" FW
WITH NEW PIV TYP.
SERVICE LINE
8" FIRE WATER
INV. IN (NEW 8" NW) = 962.25
INV. IN (6" S) =962.925
INV. IN (8" SSW) = 962.591
INV. IN (6" SE) = 962.10
INV. IN (6" SW) = 962.238
INV. IN (6" NW) = 962.100
RIM (NEW) = 969.85
FLUSH WITH FINISH GRADE
RISE EXIST. MH RIM TO
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
A
B
C
D
E
F
G
1 98765432
®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
S
S
8" SS
W
W
W
W
8" W
8" W
3"DW
8"FW
W 0+00
W 9+36
W
W
W
W
W
W 4+00
W 3+00
W 1+00
SS 2+79 SS 2+79
W 2+00
KEYPLAN SCALE: 1" = 500'
N
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:42:47 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\UTILITY PLAN
C U
.d g n
C
D A
V E
N P
O R
T
U T
IL
IT
Y P
L A
N
CU101
Q L E
Q
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
K A
W F -2
-R -0
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
N
SCALE: 1" = 30'
/2
/2
A N
S I
D
FOR REDUCTION OF 3”PVC PIPE TO 2”COPPER PIPE.
3. REDUCER AND TRANSITION FITTING NEEDED OUTSIDE THE BUILDING
AND FREE OF OBSTRUCTIONS AND WILL ADEQUATELY CONVEY FLOW.
CONTRACTOR MUST VERIFY EXISTING UTILITIES AND STRUCTURES ARE CLEAR
WHEN CONNECTING NEW UTILITIES TO EXSITING UTILITIES/STRUCTURES, 2.
INSIDE PIPE DIAMETER REQUIREMENTS.
ALL PIPES INSTALL ON THIS PLAN SHALL MEET THE SPECIFICATIONS AND
THE INSIDE PIPE DIAMETER. HENCE, CONTRACTOR SHALL MAKE SURE
1. THE PIPE SIZES FOR WATER AND SEWER ON THIS PLAN ARE BASED ON
GENERAL NOTES:
D S
T O
N E
R
A F -2
-0
A M
G
E N
E R
A L R
E V
IS
IO
N /0
/2
EXIST. GRADE
FINISH 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
A
B
C
D
E
F
G
1 98765432
®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
LINE SURFACE OFFSET
AllFieldbooks 0.000
3-16-2021 Surface 0.000
Scaled 6.0000 Times Ver.
Scaled 1.0000 Times Hor.
985 985
985 985
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
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
SANITARY SEWER
N E
W G
A S S
U P
P L
Y L
IN
E
P V I S
T A .6
N E
W F
IR
E W
A T
E R
P V I S
T A .0
N E
W
D O
M E
S T
IC
W
A T
E R
P V I S
T A .2
IN
V
O U
T S
E
.9
IN
V
IN
N
.1
R
IM
.3
N E
W S
S M
H
P V I S
T A .8
IN
V E
L
.7
R
IM
.7
N E
W C
L E
A N O
U T
P V I S
T A .4
8" SAN. SEWER @ 0.80 %
4" S
AN. S
EWER @
5.0 0 %
IN
V
IN
N E
W
N W
.2
IN
V
IN
S .9
IN
V
IN
S
S W
.5
IN
V
IN
S
E
.1
IN
V
IN
S
W
.2
IN
V
IN
N W
.1
R
IM
N E
W
.8
F L
U S
H W
IT
H F
IN
IS
H G
R A
D E
R
IS
E E
X
IS
T
M H R
IM
P V I S
T A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:52:38 AM 8/10/2021
...\OF\OF63\40000 Design Products\CAD_BIM\_Sheets\SANITARY SEWER PROFILE
C U
.d g n
C
D A
V E
N P
O R
T
Q L E
Q
G
IS
T
IC
S R
E A
D
IN
E S
S S
Q U
A D
R O
N C
A M
P U
S
O F F
U T
T F
L O
O D R
E C
O V
E R
Y
O F F
U T
T A
F B
N E
B R
A S
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
30' 60'0
SCALE: 1" = 30'
D S
T O
N E
R
2. SEE SPECIFICATION 31 00 00, 33 11 00 & 33 30 00 FOR SPECIFIC REQUIREMENTS.
THE CONTRACTING OFFICER PRIOR TO PERFORM THE INSTALLATION.
TO CONSTRUCTION. ANY VARIATION AND INTERRUPTION ON THE EXISTING UTILITIES SHALL NOTIFY
1. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR
GENERAL NOTES:
S A
N
IT
A R
Y S
E W
E R P
R O
F
IL
E
CU202
/2
/2
A N
S I
D
W F -2
-R -0
A F -2
-0
A M
G
E N
E R
A L R
E V
IS
IO
N /0
/2
UNDISTURBED SOIL
UNDISTURBED SOIL
COMPACTED NON-
EXPANSIVE COHESIVE
BACKFILL.
SEE SECTION 31 00 00
FOR EXCAVATION
AND COMPACTION
REQUIREMENTS
COMPACTED
NON-
EXPANSIVE,
COHESIVE
MATERIAL SLOPE PER
EM 385-1-1
COMPACTED GRAVEL
UNDISTURBED SOIL
UNDISTURBED SOIL
SLOPE PER
EM 385-1-1
6"
TEN FEET BEYOND EDGE OF FOOTING
1'
6" 2'
0"
3'
6"
M
IN
6" FLOOR SLAB
6" CAPILLARY BARRIER
20 MIL VAPOR BARRIER
6' -6
" A
PP
R O
X 6"
SOUTH EXTERIOR
WALL FOOTING
CMU WALL
NORTH EXTERIOR
WALL FOOTING
CMU WALL
COMPACTED NON-
EXPANSIVE COHESIVE
MATERIAL.
SEE SECTION 31 00 00
FOR EXCAVATION
AND COMPACTION
REQUIREMENTS
COMPACTED
NON-
EXPANSIVE,
COHESIVE
MATERIAL
2'
0" 3'
6"
1'
6"
M
IN
10 FEET BEYOND EDGE OF FOOTING
GRANULAR BASE
SEE SETION 31 00 00 FOR
MATERIAL AND COMPACTION
REQUIREMENTS
GRANULAR BASE
SEE SETION 31 00 00 FOR
MATERIAL AND COMPACTION
REQUIREMENTS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
S-004
G
EN
ER
AL
S
TR
U C
TU
R
AL
N
O
TE
S
LO
G
IS
TI
C S
R
EA
D
IN
ES
S
SQ
U
AD
R
O N
C
AM
PU
S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E.
O M
AH
A, N E
K.
K
AL
AF
U T/
J . F
AR
AG
J.
F
AR
AG
W . B
O
EC
K
W . B
O
EC
K
/2
7/
W
F-
-R
-0
W
-X X-
X-
XX
XX
AF
2-
-0
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
O
FF
U
TT
F
LO
O D
R
EC
O
VE
R Y
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
O F6
3_
LR
S-
ST
R U
C T.
rv t
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-0 9-
1/2" = 1'-0"1 TYP FOUNDATION OVEREXCAVATION SECTION
FOUNDATION AND SLAB NOTES:
1. SEE SPECIFICATION SECTION 31 00 00 FOR ADDITIONAL EARTHWORK REQUIREMENTS.
2. GRADE-RAISE FILL PLACEMENT OF APPROXIMATELY 4 TO 5 FEET IS REQUIRED WITHIN THE BUILDING FOOTPRINT AS SHOWN TO MITIGATE FUTURE FLOOD DAMAGE AND TO PROVIDE ADEQUATE LOADING
DOCK HEIGHT.
3. WHEN WORKING NEAR EXISTING OR NEW CONSTRUCTION, THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION TO NOT UNDERMINE, DISTURB, DAMAGE, OR CAUSE CONSIDERABLE MOVEMENT, CRACKING, OR SETTLEMENT OF THE ADJACENT CONSTRUCTION IN ANY WAY.
4. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE THE WORK WILL BE ACCOMPLISHED, TO INSPECT ALL FOUNDATION SUBGRADE AND
ENSURE IT MEETS THE STATED ALLOWABLE SOIL BEARING CAPACITY. SUBGRADES SHALL BE
INSPECTED AND APPROVED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER AND INSPECTED BY THE CONTRACTING OFFICER PRIOR TO PLACING CONCRETE. ANY SUBGRADE NOT MEETING THE STATED
CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
5. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DE-WATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH SUBGRADE SOIL REMAINING DRY AND
FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF SURFACE WATER,
GROUNDWATER AND ANY PERCHED WATER CONDITIONS THAT MIGHT BE ENCOUNTERED DURING
EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS.
6. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADE.
7. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESS
INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS
SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.
8. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT
UNDERGROUND UTILITIES.
9. SLOPE OR BRACE ALL TEMPORARY EXCAVATIONS PER OSHA AND EM 385-1-1 REQUIREMENTS.
FOUNDATION WORK GUIDELINES:
1. THE GUIDELINES PROVIDED ON THIS SHEET ARE INTENDED TO BE USED FOR A BASIC
UNDERSTANDING OF THE UNIQUE SITE WORK REQUIRED FOR THIS PROJECT. REFER TO SPECIFICATION SECTION 31 00 00 FOR A COMPLETE DESCRRIPTION OF REQUIREMENTS AND ANY OTHER ADDITIONAL
WORK ITEMS FOR FOUNDATION WORK.
2. WHERE A TOP OF FOOTING ELEVATION IS NOT SHOWN ON PLANS, ALL FOUNDATION WORK SHALL BE
CONSTRUCTED TO BEAR AT A MINIMUM OF 3'-6" BELOW GRADE.
3. EXCAVATE A MINIMUM OF 3 1/2 FEET OR TO THE BOTTOM OF EXISTING FILL MATERIAL UNDERNEATH THE ENTIRE BUILDING FOOTPRINT AND EXTEND EXCAVATION AT LEAST 10 FEET BEYOND THE BUILDING
PERIMETER
4. PLACE A GRANULAR WORKING BASE OF 18" MIN AT THE BOTTOM OF EXCAVATED BUILDING
FOOTPRINT IN ORDER TO PROVIDE A STABLE LAYER TO SUPPORT STRUCTURAL FILL PLACEMENT AND
COMPACTION.
5. PLACE AND COMPACT NON-EXPANSIVE, COHESIVE FILL TO FINISHED GRADE ACCORDING TO
REQUIREMENTS IN SECTION 31 00 00 AFTER PLACEMENT OF GRANULAR WORK BASE.
6. REFER TO SHEETS CG401 AND SECTION 31 00 00 FOR SURCHARGE REQUIREMENTS. FOUNDATIONS
SHALL NOT BE PLACED UNTIL AFTER SURCHARGE LOADING IS COMPLETE. EXCAVATION AND
BACKFILLING SHALL BE PERFORMED PRIOR TO SURCHARGE LOADING.
7. SLOPE FINAL SURROUNDING GRADES AWAY FROM THE BUILDING EXTERIOR FOR A MINIMUM
DISTANCE OF 10 FEET AT A SLOPE OF NOT LESS THAN 5% FOR UNPAVED AREAS, AND NOT LESS THAN
2% FOR PAVED AREAS.
0 2'1' 4'
3 4 5 6 7 8 9 10
B
C
LIGHT GAUGE Z- PURLINS - TYP
AS PER PEMB MANUFACTURER
2" STANDING SEAM WITH
6" INSULATION AND
SHEATHING ROOF AS PER
PEMB MANUFACTURER
2" STANDING SEAM WITH
6" INSULATION AND
SHEATHING ROOF AS PER
PEMB MANUFACTURER
SL
O
PE
:1
SL
O
PE
:1
/2
/2
1' - 6" 25' - 10" 25' - 10" 25' - 10" 25' - 10" 25' - 10" 25' - 10"
S-305
S-305
PORTAL FRAME THIS BAYPORTAL FRAME THIS BAY
2' - 1"
1/
2"
1/ 2"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
S-103
R O
O F
FR
AM
IN
G
P
LA
N
W
AR
EH
O
U
SE
LO
G
IS
TI
C S
R
EA
D
IN
ES
S
SQ
U
AD
R
O N
C
AM
PU
S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E.
O M
AH
A, N E
K.
K
AL
AF
U T
/ J . F
AR
AG
J.
F
AR
AG
W . B
O
EC
K
W . B
O
EC
K
/2
7/
W
F-
-R
-0
W
-X X-
X-
XX
XX
AF
2-
-0
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
O
FF
U
TT
F
LO
O D
R
EC
O
VE
R Y
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
O F6
3_
LR
S-
ST
R U
C T.
rv t
1/8" = 1'-0"1 ROOF FRAMING PLAN - WAREHOUSE
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-0 9-
0 4' 8' 16'
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR
DESIGNING ROOF FRAMING MEMBERS OF
THE PEMB FOR SUPPORTING MECHANICAL UNITS.
PEMB DESIGN SUBMITTAL SHALL INCLUDE
LOADS FROM SUSPENDING
MECHANICAL UNITS. SEE MECHANICAL SHEETS FOR
EQUIPMENT DETAILS.
2. THE CONTRACTOR SHALL DESIGN A PERMANENT FALL
PROTECTION SYSTEM IN ACCORDANCE WITH SPECIFICATION
SECTION 01 35 26. SUBMIT LOCATION OF ROOF ANCHORS
IN SHOP DRAWINGS FOR GOVERNMENT APPROVAL.
T.O.SLAB
100' - 0"
6" REINFORCED
SLAB-ON-GRADE,
#5 BARS @ 12"
E.W., TYP
6" CAPILLARY WATER
BARRIER WITH VAPOR
BARRIER BELOW
1/2" EXPANSION JOINT
WITH SEALANT
PERIMETER INSULATION. EXTEND FULL
HEIGHT OF STEM WALL AND 4' WIDE
UNDERNEATH SLAB AROUND BUILDING
PERIMETER. SEE ARCH FOR R-VALUE.
#5 @ 12" O.C.E.W.
EACH FACE
8" STEM
W/ #5 @ 12" O.C.E.W.
EACH FACE
PROVIDE CONTINUOUS
FLASHING ADHERED TO
CMU WITH DRIP
(NOT SHOWN)
T.O.I.F.
97' - 6"
SLOPE AWAY
FROM BUILDING
SEE CIVIL SHEETS
#5 @ 48" O.C.
EMBED IN STEM WALL 24" #5 - 16'-0" @ 48" O.C.
2'-6" MIN LAP
6"
1'
0"
4' - 0"
T.O.SLAB
100' - 0"
8" STEM
W/ #5 @ 12" O.C.E.W.
EACH FACE
#5 @ 12" O.C.E.W.
EACH FACE
6" CAPILLARY WATER
BARRIER WITH VAPOR
BARRIER BELOW
4' - 0"
1'
0"
1/2" EXPANSION
JOINT WITH SEALANT
EACH SIDE, TYP
6" REINFORCED
SLAB-ON-GRADE,
#5 BARS @ 12"
E.W., TYP
T.O.I.F.
97' - 6"
#5 @ 48" O.C.
EMBED IN STEM WALL 24"
#5 - 16'-0" @ 48" O.C.
2'-6" MIN LAP
NOTE: THIS FOOTING SECTION APPLIES TO ALL INTERIOR FOOTINGS
INCL. WOODSHOP
TIE INTERIOR FOOTINGS INTO EXTERIOR WALL FOOTINGS WITH
DEVELOPED HOOKS
T.O.SLAB
100' - 0"
3 4
ADMIN. BLDG. WAREHOUSE
TIE STRIP
FOOTING INTO
INT. FOOTING.
SEE TYP. INT
FOOTING
SECTION FOR
DETAILS
PROVIDE 1" EXPANSION
JOINT WITH SEALANT
BETWEEN WAREHOUSE
AND ADMIN AREA1/2" EXPANSION JOINT
WITH SEALANT, TYP
6" CONCRETE
SLAB-ON-GRADE
#5 BARS @ 12"
E.W., TYP
#8 @ 12" O.C.E.W.
EACH FACE
6" REINFORCED
SLAB-ON-GRADE,
#5 BARS @ 12"
E.W., TYP
T.O.I.F.
97' - 6"
STRIP
FOOTING
REBAR
SPLICED WITH
COLUMN
FOOTING
#5 @ 48" O.C.
EMBED IN STEM WALL 24"
#5 - 16'-0" @ 48" O.C.
2'-6" MIN LAP
NOTE: TIE STRIP FOOTING INTO TYPE F1 FOOTING PIER AT INTERSECTION
(8) #8 BENT BARS IN PEDESTAL
#5 TIE BARS @ 12" O.C.
1/2" EXPANSION JOINT WITH SEALANT
2" NONSHRINK GROUT
3" CONCRETE FILL TO BE PLACED
AFTER COLUMN INSTALLATION
BASE PLATE W/ ANCHOR BOLTS AND
LEVELING NUTS PER DESIGNER
PEMB FRAME PER MANUFACTURER
1'
6"
8' - 0"
T.O.SLAB
100' - 0"
5' - 0"
1'
0"
CAPILLARY WATER
BARRIER
1/2" EXPANSION JOINT
WITH SEALANT
PERIMETER INSULATION.
EXTEND FULL HEIGHT OF STEM
WALL AND 4' WIDE UNDERNEATH
SLAB AROUND BUILDING
PERIMETER. SEE ARCH FOR R-
VALUE.
#5 @ 12" O.C.E.W. EACH FACE
10" STEM
W/ #5 @ 12" O.C.E.W.
EACH FACE
PROVIDE CONTINUOUS
FLASHING ADHERED TO
CMU WITH DRIP
(NOT SHOWN)
6" REINFORCED
SLAB-ON-GRADE,
#5 BARS @ 12"
E.W., TYP
T.O.F.
93' - 6"
#5 @ 48" O.C.
EMBED IN STEM WALL 24"
#5 - 16'-0" @ 48" O.C.
2'-6" MIN LAP
CHAMFER 1" TO
CMU FACE. EXTEND
DRIP EDGE OVER CHAMFER
6" CAPILLARY
WATER
BARRIER WITH
VAPOR BARRIER
BELOW
CONCRETE
PAVEMENT. SEE
CIVIL SHEETS FOR
DETAILS.
T.O.SLAB
100' - 0"
PEMB FRAME PER
MANUFACTURER.
EXTEND AND
ATTACH TO BASE
PLATE.
BASE PLATE W/ANCHOR
BOLTS AND LEVELING
NUTS PER DESIGNER
3" CONCRETE FILL TO BE
PLACED AFTER COLUMN
INSTALLATION
2" NONSHRINK GROUT
8'-0" SQUARE FOR (4) INTERIOR FOOTINGS
10'-0" SQUARE FOR (8) EXTERIOR FOOTINGS
1'
6"
#8 @ 12" O.C.E.W. EACH
FACE
(8) #8 BENT BARS IN
PEDESTAL
#5 TIE BARS @ 12" O.C.
STEM REINF. NOT
SHOWN. SEE
SECTION 1 THIS
SHEET FOR STEM
REINFORCEMENT
(2) #5 TIE BARS WITHIN
ANCHORAGE
T.O.F.
93' - 6"
T.O.I.F.
97' - 6"
1 1/2"
T.O.SLAB
100' - 0"
1/2" EXPANSION JOINT
WITH SEALANT
10" STEM
W/ #5 @ 12" O.C.E.W.
EACH FACE
6" REINFORCED
SLAB-ON-GRADE,
#5 BARS @ 12"
E.W., TYP
PROVIDE CONTINUOUS
FLASHING ADHERED TO
CMU WITH DRIP
(NOT SHOWN)
5' - 0"
1'
0"
T.O.F.
93' - 6"
T.O.I.F.
97' - 6"
6" CAPILLARY WATER
BARRIER WITH VAPOR
BARRIER BELOW
PERIMETER INSULATION. EXTEND FULL
HEIGHT OF STEM WALL AND 4' WIDE
UNDERNEATH SLAB AROUND BUILDING
PERIMETER. SEE ARCH FOR R-VALUE.
#5 @ 12" O.C.E.W.
EACH FACE
SLOPE AWAY
FROM BUILDING
SEE CIVIL SHEETS
#5 @ 48" O.C.
EMBED IN STEM WALL 24"
#5 - 16'-0" @ 48" O.C.
2'-6" MIN LAP
CHAMFER 1" TO CMU
FACE. EXTEND DRIP
EDGE OVER CHAMFER
T.O.SLAB
100' - 0"
PEMB FRAME PER
MANUFACTURER.
EXTEND AND
ATTACH
TO BASEPLATE.
STEM REINF. NOT
SHOWN. SEE SECTION
2 THIS SHEET FOR STEM
REINFORCEMENT
BASE PLATE W/ANCHOR
BOLTS AND LEVELING
NUTS PER DESIGNER
3" CONCRETE FILL TO BE
PLACED AFTER COLUMN
INSTALLATION
2" NONSHRINK GROUT
8'-0" SQUARE FOR (4) INTERIOR FOOTINGS
10'-0" SQUARE FOR (6) EXTERIOR FOOTINGS
1'
6"
T.O.I.F.
97' - 6"
#8 @ 12" O.C.E.W.
EACH FACE
1/2" EXPANSION JOINT WITH SEALANT
1 1/2"
6"
1 1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
S-301
FO
U
N D
AT
IO
N S
EC
TI
O N
S
LO
G
IS
TI
C S
R
EA
D
IN
ES
S
SQ
U
AD
R
O N
C
AM
PU
S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E.
O M
AH
A, N E
K.
K
AL
AF
U T
K.
K
AL
AF
U T
W . B
O
EC
K
W . B
O
EC
K
/2
7/
W
F-
-R
-0
W
-X X-
X-
XX
XX
AF
2-
-0
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
O
FF
U
TT
F
LO
O D
R
EC
O
VE
R Y
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
O F6
3_
LR
S-
ST
R U
C T.
rv t
3/4" = 1'-0"1 NORTH/WEST EXT. WALL FOOTING
3/4" = 1'-0"2 TYP INT. CMU WALL FOOTING
3/4" = 1'-0"3 WAREHOUSE PARTITION FOOTING
3/4" = 1'-0"4 EAST EXT. WALL FOOTING
1/2" = 1'-0"6 TYPE F1 SPREAD FOOTING
3/4" = 1'-0"5 SOUTH EXT. WALL FOOTING
1/2" = 1'-0"7 TYPE F2 SPREAD FOOTING
0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3'
0 0.5' 1' 2' 3'
0 0.5' 1' 2' 3' 0 1' 2' 4' 0 1' 2' 4'
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-0 9-
1/2" EXPANSION JOINT WITH SEALANT
FIRST FLOOR
A
8" CMU WALL, CMU-3, SEE
STRUCTURAL FOR
REINFORCING AND BRACING
REQUIRMENTS
1" AIR GAP
1" METAL LINER PANEL,
AS SCHEDULED, OVER 6"
STEEL STUDS, R-18
CONCRETE SLAB ON GRADE
10" CAST-IN-PLACE
CONCRETE FOUNDATION,
SEE STRUCTURAL
PRE-ENGINEERED
METAL BUILDING
RIGID FRAME, SEE
STRUCTUAL
CAPPILARY
WATER BARRIER
VAPOR BARRIER
RIGID INSULATION UNDER SLAB-ON-
GRADE - EXTENDS 4' FROM FOUNDATION
PER ASHRAE REQUIREMENT; R - 15
RIGID PEREMTER INSULATION; R - 7.5
9 1/2"
FIRST FLOOR
100' - 0"
C
CONCRETE SLAB
ON GRADE
8" CMU WALL, CMU-1, SEE
STRUCTURAL FOR
REINFORCING AND BRACING
REQUIRMENTS
1" AIR GAP
1" METAL LINER PANEL, AS SCHEDULED,
OVER 6" STEEL STUDS, R-18
PRE-ENGINEERED METAL
BUILDING RIGID FRAME, SEE
STRUCTUAL
10" CAST-IN-PLACE CONCRETE FOUNDATION,
SEE STRUCTURAL
RIGID PERIMETER
INSULATION; R-7.5
RIGID INSULATION UNDER
SLAB-ON-GRADE - EXTENDS 4'
FROM FOUNDATION PER
ASHRAE REQUIREMENT; R - 15
VAPOR BARRIER
CAPPILARY WATER BARRIER
9 1/2"
FIRST FLOOR
100' - 0"
CONCRETE FOUNDATION,
SEE STRUCTURAL
CONCRETE SLAB ON GRADE
INTERIOR METAL RUNNER
8" CMU WALL, SEE
STRUCTURAL FOR
REINFORCING
AND BRACING
REQUIREMENTS
1" AIR GAP
FIRST FLOOR
100' - 0"
8" CMU WALL, SEE
STRUCTURAL FOR
REINFORCING AND
BRACING
REQUIREMENTS
INTERIOR METAL
RUNNER
1" AIR GAP
CONCRETE FOUNDATION,
SEE STRUCTURAL
1" METAL LINER PANEL,
AS SCHEDULED,
OVER INSULATED STEEL
STUD, R-18
RIGID INSUALTION; R-15
RIGID PERIMETER INSULATION; R-7.5
VAPOR BARRIER
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
A-500
W
AL
L
BA
SE
D
ET
AI
LS
O
FF
U
TT
A
FB
, N
EB
R
AS
KA
O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
A.
P
AR
KE
R
A.
L
U
KE
N S
B.
G
O R
U P
B.
G
O R
U P
/2
7/
W
F-
-R
-0
W
8-
XX
-X
-X
XX
X
AF
2-
-0
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
O
FF
U
TT
F
LO
O D
R
EC
O
VE
R Y
LO
G
IS
TI
C S
R
EA
D
IN
ES
S
SQ
U
AD
R
O N
C
AM
PU
S
O F6
3_
LR
S-
AR
C H
.rv t
1 1/2" = 1'-0"1 HIGH BAY WALL BASE DETAIL @ GRADE
1 1/2" = 1'-0"2 HIGH BAY WALL BASE @ DOCK
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-0 9-
1 1/2" = 1'-0"3 WALL BASE @ EXPANSION JOINT
1 1/2" = 1'-0"4 HIGH BAY WALL BASE DETAIL @ RETAINING WALL
0 1'6"3" 1' 6"
FIRST FLOOR
8" CMU WALL - SEE
STRUCTURAL FOR
REINFORCEMENT AND
BRACING
REQUIREMENTS
6" STL STUDS @ 16" OC W/ 5/8"
GWB
CAPPILARY
WATER BARRIER
RIGID INSULATION UNDER SLAB-ON-
GRADE - EXTENDS 4' FROM
FOUNDATION PER ASHRAE
REQUIREMENT; R - 15
PERIMETER RIGID INSULATION PER
ASHRAE REQUIREMENT; R - 7.5
1" AIR GAP
CONCRETE SLAB-ON-GRADE - SEE
STRUCTURAL
INTERIOR METAL RUNNER
INSULATION, R-17
VAPOR BARRIER
CONTINUOUS SEALANT JOINT (TYP.)
WALL BASE, SEE SCHEDULE (TYP.)
SEE CIVIL
SHEETS FOR
GRADING PLAN
(TYP.) FIRST FLOOR
100' - 0"
C
FIRST FLOOR
100' - 0"
6" STL STUDS @ 16'
OC W/ 5/8" GWB
1" AIR GAP
8" CMU WALL - SEE
STRUCTURAL FOR
REINFORCEMENT AND
BRACING REQUIREMENTS
3/8" MORTAR
10" CAST-IN-PLACE
CONCRETE
FOUNDATION
PERIMETER RIGID
INSULATION PER
ASHRAE
REQUIREMENT, R -
7.5
RIGID INSULATION UNDER SLAB-ON-
GRADE - EXTENDS 4' FROM FOUNDATION
PER ASHRAE REQUIREMENT; R - 15
CAPILLARY WATER BARRIER
CONCRETE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .