Vol-1_Bridging_Drawings_W9128F-16-R-0079.pdf
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US Army Corps of Engineers
OMAHA DISTRICT
SOLICITATION NO. W9128F-16-R-0079
Omaha District of Engineers
US Army Corps
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
SECTION
RA
CIVIL
CADD
PROJECT COORD.
DATE
DATE
DATE
DATE
CHIEF, DESIGN BRANCH
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
CHIEF,
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
ENGINEERING & SCIENCES BRANCH
CHIEF, GEOTECHNICAL
ENGINEERING BRANCH
CHIEF, HYDROLOGIC
PLA
GEOT.
ARCH. / INTER.
ELEC.
ENVIR.
MECH.
STRUCT.
PNSGPB150907 (FY16)
OFFUTT AFB, NEBRASKA
DORMITORY
VOLUME 1 OF 2
ADVERTISEMENT SET
SEPTEMBER 2016
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
IL
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U M
B E
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IZ
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S U
B M
IT
T E
D B
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P L
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C A
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P L
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A T
E
D A
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M A
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D E
S C
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IP
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IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
INDEX
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
O M
A H
A D
IS
T R
IC
T
O F
G -0
.d g n
/0
/2
L .B .C
L .B .C
L .B .C
L .B .C
G-002
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
V O
L U
M E I
N D
E X
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
ABBREVIATIONS
A
ANGLE
ACOUSTICAL WALL TREATMENT
AMERICAN WIRE GAUGE
AVERAGE
AUTOMATIC
ACOUSTICAL TILE CEILING
ASSISTANT
ASPHALT
ASBESTOS
INSTITUTE
AMERICAN REFRIGERATION
ARCHITECTURAL OR ARCHITECT
APPROXIMATE
APPROVED
ACCESS PANEL
INSTITUTE
AMERICAN NATIONAL STANDARDS
AMPERE
ALTERNATE
ACTIVE LEAF
ALUMINUM
CONSTRUCTION
AMERICAN INSTITUTE of STEEL
(SYM RMS)
AMPS INTERRUPTING CAPACITY
AREA INLET
AIR HANDLING UNIT
AGGREGATE
AQUEOUS FILM FORMING FOAM
ABOVE FINISH FLOOR
ARC FAULT CIRCUIT INTERRUPTOR
ADMINISTRATION/ADMINISTRATIVE
AREA DRAIN
ACCESS DOOR
ACOUSTIC
REINFORCED
ALUMINUM CABLE - STEEL
AMERICAN CONCRETE INSTITUTE
AIR CONDITIONING
ALTERNATING CURRENT
ANCHOR BOLT
AWT
AWG
AVG
AUTO
ATC
ASSIST.
ASPH
ASB
A.R.I.
ARCH
APPROX
APPD
AP
ANSI
AMP
ALT
A.L.
ALUM
AISC
AIC
A.I.
AHU
AGGR
AFFF
AFF
AFCI
ADMIN
AD
AD
ACST
ACSR
ACI
A/C
AC
AB
BUILT-UP ROOFING
BTU PER HOUR
BRITISH THERMAL UNIT
BENT
BRACKET
BRICK
BEARING
BRIDGING
BRACING
BULLETPROOF (BULLET-RESISTANT)
BOTTOM
BOTTOM OF
BENCH MARK
BEAM
BLOCKING
BLOCK
BUILDING
BUILDING LINE
BITUMINOUS
BRICK EXPANSION JOINT
BOUNDARY
BOARD
BOOKCASE
BULLETIN BOARD
BATT INSULATION
BUR
BTUH
BTU
BT
BRKT
BRK
BRG
BRDG
BRCG
BPRF
BOT
B.O.
BM
BM
BLKG
BLK
BLDG
BL
BITUM
BEJ
BDRY
BD
BC
BB
BATT INSUL
B
COLUMN
CARBON DIOXIDE
CARBON MONOXIDE
CLEANOUT
COUNTER
SHTS)
CONDUIT (FOR RACEWAY-ELEC.
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CLEAR WIRE GLASS
CLOSED
CLOSET
CAULKING
CEILING
CENTER LINE
CIRCUIT BREAKER
CIRCUIT
CHECKED
CONSTRUCTION JOINT
CONTROL JOINT
CIRCULAR
CAST IRON
CURB INLET
CHIMNEY
CERAMIC FLOOR TILE
CUBIC FEET PER SECOND
CUBIC FEET PER MINUTE
CEMENT
COVER ELEVATION
CIRCUIT BREAKER
CATCH BASIN
CENTER TO CENTER
CAPACITY
COL
CO
CO
CO
CNTR
CND
CMU
CMP
CLWG
CLOS
CLO
CLKG
CLG
CL
CKT BRKR
CKT
CKD
CJ
CJ
CIRC
CI
CI
CHIM
CFT
CFS
CFM
CEM
CE
CB
CB
C TO C
CAP
C
CYLINDER
CERAMIC WALL TILE
COLD WATER
CEILING VENT
CUBIC YARDS
CABINET UNIT HEATER
CONDENSING UNIT
CENTER
CARPET TILE
CURRENT TRANSFORMER
CERAMIC TILE
CASEMENT
CAST STONE TILE
COUNTER SUNK
COURSE
CARRIAGE
CORROSIVE RESISTANT STEEL
CARPET
CYCLES PER SECOND (HERTZ)
COMPRESSIBLE
CEMENT PLASTER
COVERED
CORRIDOR
CORNER
CONTINUOUS
CONSTRUCTION JOINT
CONSTRUCTION
CONNECTION
CONFERENCE
CONCRETE
COMMUNICATION
COMBUSTION
COMBINATION
COMMON
CYL
CWT
CW
CV
CU YD
CUH
CU
CTR
CTL
CT
CT
CSMT
CST
CSK
CRSE
CRG
CRES
CPT
C.P.S. ~
CPRS
CPL
COV
CORR
COR
CONT
CONSTR JT.
CONSTR
CONN
CONF
CONC
COMM
COMB
COMB
COM
C (cont.)
DX
DWLS
DWG
DS
DR
DR
DMPF
DN
D & M
DISTR
DISC
DISSEM
DIR
DIM
DIAG
DIA or Ø
DHW
DH
DH
DF
DET
DEPT
DEPR
DEG
DCW
DCL
DCJT
DCJ
DC
DBL
DB
DAT
DA
d
D
DIRECT EXPANSION
DOWELS
DRAWING
DOWNSPOUT
DRAIN
DOOR
DAMPPROOFING
DOWN
DRESSED & MATCHED
DISTRIBUTION
DISCONNECT
DISSEMANATION
DIRECTOR
DIMENSION
DIAGONAL
DIAMETER
DOMESTIC HOT WATER
DUCT HEATER
DOUBLE HUNG
DRINKING FOUNTAIN
DETAIL
DEPARTMENT
DEPRESSION
DEGREE
DOMESTIC COLD WATER
DOOR CLOSER
DUMMY CONTOL JOINT
DOWELED CONTROL JOINT
DIRECT CURRENT
DOUBLE
DRY BULB
DATUM
DOUBLE ACTING
PENNY (as in nail - 10d)
EXTERIOR
EXPLOSION PROOF
EXPANSION
EXPOSED
EXISTING
EXHAUST
EXIT DEVICE
EXCAVATE
ENTERING WATER TEMPERATURE
ELECTRIC WATER COOLER
ESTIMATE
EACH SIDE
EQUIPMENT
SWITCHEQUAL
EMERGENCY POWER DOWN
ENTRANCE
ENCLOSURE
ESTIMATED MAXIMUM DEMAND
ELEVATOR
ELECTRIC or ELECTRICAL
ELEVATION - GRADE OR BUILDING
EXPANSION JOINT
SYSTEM
EXTERIOR INSULATION & FINISH
EMERGENCY EYEWASH & SHOWER
ENTERING AIR TEMPERATURE
EXHAUST AIR
EACH
EAST
EXT
EXPL
EXP
EXP
EXIST
EXH
EXD
EXC
EWT
EWC
EST
ES
EQUIP
EQ
EPDS
ENTR
ENCL
EMD
ELEV
ELEC
EL
EJ
EIFS
EES
EAT
EA
EA
E
E
FWC
FW
FUR
FTG
FT
FS
FR
FPM
FP
FP
FLUOR
FLG
FLEX
FLASH
FLR
FIXT
FIN
FIG
FHC
FH
F.E.S
FEC
FEB
FE
FDN
FD
FD
FCJ
FCG
FC
FA
F
FABRIC WALLCOVERING
FIRE WATER
FURRING
FOOTING
FEET
FULL SIZE
FRAME
FEET PER MINUTE
FIREPROOF
FIRE PROTECTION
FLUORESCENT
FLOORING
FLEXIBLE
FLASHING
FLOOR
FIXTURE
FINISH
FIGURE
FIRE HOSE CABINET
FIRE HYDRANT
FLARED END SECTION
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER BRACKET
FIRE EXTINGUISHER
FOUNDATION
FIRE DAMPER
FLOOR DRAIN
FLOOR CONSTRUCTION JOINT
FACING
FOOTCANDLE
FRESH AIR
FAHRENHEIT
F
GLAZED WALL TILE
GYPSUM WALL BOARD
GYPSUM
GUTTER
GRAZED STRUCTURAL UNIT
GRATING
GALVANIZED RIGID STEEL CONDUIT
GRADE
GALLONS PER MINUTE
GROUND
GOVERNMENT
GUTTER LINE
GLASS
GALVANIZED IRON
GROUND FAULT INTERRUPTOR
EQUIPMENT
GOVERNMENT FURNISHED
INSTALLED
EQUIPMENT GOVERNMENT
GOVERNMENT FURNISHED
INSTALLED
EQUIPMENT CONTRACTOR
GOVERNMENT FURNISHED
INTERRUPTOR
GROUND FAULT CIRCUIT
GENERAL
GRADE CLEANOUT
GALVANIZED
GALLON
GAGE or GAUGE
NATURAL GAS
GWT
GWB
GYP
GUT
GSU
GRTG
GRS
GR
GPM
GND or GRND
GOVT
GL
GL
GI
G.F.I. or GFI
GFE
GFE/GI
GFE/CI
GFCI
GEN
GCO
GALV
GAL
GA
G
G
HERTZ
HYDRAULIC
HOT WATER HEATER
HOT WATER
HEADWALL
HEATER
HEATING
PLASTERHEIGHT
HIGH - STRENGTH GYPSUM
HIGH STRENGTH
HOUR
HIGH POINT
HIGH PRESSURE
HORSEPOWER
HOLLOW METAL
HAND HOLE
HARDWARE
HANDRAIL
HEADER
HIGH DENSITY POLYETHYLENE
HARDBOARD
HEAD
HALON CONTAINMENT DAMPER
HANDICAP
HOSE BIBB
Hz
HYDR
HWH
HW
HDWL
HTR
HTG
HT
HSGYP
HS
HR
H.PT.
HP
HP
HM
HH
HDW
HNDRL
HDR
HDPE
HDBD
HD
HCD
HC
HB
H
JOINT
JOIST
JUNCTION
JUNCTION BOX
JANITOR CLOSET
JT
JST
JCT
J-BOX
JC
KILOWATT HOUR
KILOWATT
KILOVOLT AMPERE REACTIVE
KILOVOLT AMPERE
KILOVOLT
KICK PLATE
KEY LOCK
KITCHEN
KILOPOUND (1000 LBS)
KILO CIRCULAR MIL
KEY
THOUSAND
kWh kW kVAR kVA kV
KPL
KL
KIT
KIP
kcmil or KCM
K
K
J
K
L
LWT
LVP
LT WT
LTG
LT
L.R.
LR
LPT
LPS
LONG
LNTL
LM
LIS
LIN
LG
LDG
LD
LBS
LBR
LAV
LAU
LAT
LAB
LEAVING WATER TEMPERATURE
LOW VOLTAGE POWER
LIGHT WEIGHT
LIGHTING
LIGHT
LONG RADIUS
LIVING ROOM
LOW POINT
LIGHT PROOF SHADE
LONGITUDINAL
LINTEL
LUMEN
LAWN IRRIGATION SYSTEM
LINEAR
LENGTH
LOADING
LOAD
POUNDS
LUMBER
LAVATORY
LAUNDRY
LEAVING AIR TEMPERATURE
LABORATORY
M
MTL
MTD
MT
MSTC
MSL
MSB
MOT
MO
MLDG
ML
ML
MIN
MH
MGT
MGT
MG
MFR
MFG
MER
MECH
MCJ
MCC
MC
MC
M & B
MAX
MAT
MAS
MAINT
MACH
MA
M
METAL
MOUNTED
METAL THRESHOLD
MASTIC
MEAN SEA LEVEL
MAIN SWITCH BOARD
MOTOR
MASONRY OPENING
MOLDING (MOULDING)
MONOLITHIC
METAL LATH
MINIMUM
MANHOLE
MANAGEMENT
MATTE - GLAZED TILE
MOTOR GENERATOR
MANUFACTURER
MANUFACTURING
MECHANICAL EQUIPMENT ROOM
MECHANICAL
MASONRY CONTROL JOINT
MOTOR CONTROL CENTER
MOLDED CASE
MEDICINE CABINET
MATCHED & BEADED
MAXIMUM
MATERIAL
MASONRY
MAINTENANCE
MACHINE
MIXED AIR
THOUSAND
N
NOT REQUIRED
NORMALLY OPEN
NUMBER
NOT IN CONTRACT
ASSOCIATION
NATIONAL FIRE PROTECTION
MANUFACTURERS ASSOCIATION
NATIONAL ELECTRICAL
NATIONAL ELECTRICAL CODE
NON COMMISSIONED OFFICER
NORMALLY CLOSED
NORTH
N.R.
NO
NO.
NIC
NFPA
NEMA
NEC
NCO
NC
N
O
OS & Y
O.R.
OPS
OPP
OPNG
OH
OGL
OFF
OD
OD
OCEW
O.C.
OWGL
OBSC
OA
OUTSIDE SCREW & YOKE
OBSERVATION RISER
OPERATIONS
OPPOSITE
OPENING
OVERHEAD
OBSCURE GLASS
OFFICE
OVERFLOW DRAIN
OUTSIDE DIAMETER
ON CENTER EACH WAY
ON CENTER
OBSCURE WIRE GLASS
OBSURE
OUTSIDE AIR
P
PW
PVMT
PVC
PTN
PTD
PT
PT
P.T.
PSI
PSF
P.S.
PRV
PRV
PROJ
PROC
PREFIN
PREFAB
PR
PPM
PORC
POL
POL
PNL
PLYWD
PLG
PLC
PLBG
PLAT
PLAS
PLAM
PL or P
PIV
PI
PH
P.E.
PERF
PC
P.C.
P.C.C.
PBS
PB
PART
PA
P
PASS WINDOW
PAVEMENT
POLYVINYL CHLORIDE (PLASTIC)
PARTITION
PAINTED
TRANSFORMER
POTENTIAL (VOLTAGE)
POINT
POINT OF TANGENCY
POUNDS per SQUARE INCH
POUNDS per SQUARE FOOT
PRESSED STEEL
PRESSURE REDUCING VALVE
PRESSURE REGULATING VALVE
PROJECT
PROCESSING
PREFINISH
PREFABRICATE
PAIR
PARTS PER MILLION
PORCELAIN
PETROLEUM, OIL, LUBRICANT
POLISHED
PANEL
PLYWOOD
PILING
CONTROLLER
PROGRAMMABLE LOGICAL
PLUMBING
PLATFORM
PLASTER
PLASTIC LAMINATE
PLATE
POST INDICATOR VALVE
POINT OF INTERSECTION
PHASE
POLYETHYLENE
PERFORATED
PIECE
POINT OF CURVE
PORTLAND CEMENT CONCRETE
PUSH BUTTON STATION
PULL BOX
PARTICLE
PUBLIC ADDRESS
POLE
L
Q
QUARTER ROUND
QUARTER
QUARRY TILE
QUART
1/4 RD
QTR
QT
QT
R
ROUGH
RAISED FLOOR SYSTEM
ROOFING
REVISION
RESILIENT
REQUIRED
REPRODUCE
REMOVABLE
REINFORCE
REGISTER
REFRIGERATOR
REFERENCE
RECTIFIER
RECREATION
RECEPTACLE
RIDGE
ROOF DRAIN
RECEIVER
REINFORCED CONCRETE PIPE
REMOTE CONTROL
RUBBER
RESILIENT BASE
RETURN AIR REGISTER
RETURN AIR GRILLE
RETURN AIR
RELIEF AIR
RANGE
RADIUS
RISER
RGH
RFS
RFG
REV
RESIL
REQD
REPRO
REM
REINF
REG
REFR
REF
RECT
RECR
RECPT
RDGE
RD
RCVR
RCP
RC
RBR
RB
RAR
RAG
RA
RA
R
R
R
S
SYMM
SWBD
SW
SVF
SUSP
SUB FL
STWY
STRUCT
STR
ST PR
STOR
STN
STL
STD
STC
STA
SST
SSMR
SQ or
SPKR
SPH
SPF
SPEC
SPCL
SOV
SJI
SIM
SHTHG
SHT
SHLDR
SFU
S.F.
SEQ
SECT
SDI
SD
SD
SCUT
SCT
SCR
SCIF
SCHED
S.B.
SB
SA
S
SYMMETRICAL
SWITCHBOARD
SWITCH
SHEET VINYL FLOORING
SUSPEND
SUBFLOOR
STAIRWAY
STRUCTURAL
STRINGER
STATIC PRESSURE
STORAGE
STONE
STEEL
STANDARD
SOUND TRANSMISSION CLASS
STATION
STAINLESS STEEL
STANDING SEAM METAL ROOFING
SQUARE
SPEAKER
SPACE HEATER
SOUNDPROOF
SPECIFICATION
SPECIAL
SHUT OFF VALVE
STEEL JOIST INSTITUTE
SIMILAR
SHEATHING
SHEET
SHOULDER
STRUCTURAL FACING UNIT
SQUARE FOOT (FEET)
SEQUENCE
SECTION
STEEL DECK INSTITUTE
SUBDRAIN
SMOKE DAMPER
SCUTTLE
STRUCTURAL CLAY TILE
SCREW
INFORMATION FACILITY
SENSITIVE COMPARTMENTED
SCHEDULE
SECURITY BARS
SPLASH BLOCK
SUPPLY AIR
SOUTH
T
UV
UTIL
UR
UPS
UNFIN
UNEX
UL
UH
UG
UC
UNIT VENTILATOR
UTILITY
URINAL
UNINTERRUPTIBLE POWER SYSTEM
UNFINISH
UNEXCAVATED
UNDERWRITERS LABORATORIES
UNIT HEATER
UNDERGROUND
UNIT COOLER
U
V
VINYL-WALL COVERING
VENT THRU ROOF
VOLTAGE TRANSFORMER
VINYL-TILE
VENT STACK
VOLTAGE REGULATOR
VAPOR RETARDER
VERTICAL POINT OF TANGENCY
VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF CURVATURE
VOLUME
VARIABLE FREQUENCY DRIVE
VESTIBULE
VERTICAL
VENTILATOR
VENTILATION
VOLUME DAMPER
VAULT DOOR
VINYL COMPOSTION TILE
VITRIFIED CLAY PIPE
VOLT
VWC
VTR
VT
VT
VS
VR
VR
V.P.T.
V.P.I.
V.P.C.
VOL
VFD
VEST
VERT
VENT
VENT
VD
VD
VCT
VCP
V
W
WOVEN WIRE MESH
WELDED WIRE FABRIC
WEIGHT
WAINSCOT
WASTE STACK
WARDROBE
WATER PROOFING
WEATHER PROOF
WORK SHOP
WROUGHT IRON
WHITE
WATTHOUR METER
WALL HYDRANT
WIRED GLASS
WIDE FLANGE
WINDOW
WOOD DOOR
WOOD BLOCKING
WASTE DRAIN
WOOD
WATER CLOSET
WET BULB
WITHOUT
WITH
WIRE
WEST
WWM
WWF
WT
WSCT
WS
WRB
WP
WP
WKSH
WI
WHT
WHM
WH
WGL
WF
WDW
WD. DR.
WD. BLK.
W.D.
WD
WC
WB
W/O
W/
W
W
X
TRANSFORMERXFMR
Y
YD
YD
YARD DRAIN
YARD
I.E.
ID
IC
IC
I or EF
INVERT ELEVATION
INSIDE DIAMETER
INSULATED CASE
INTERCOM
IRON
I
I (cont.)
IP
INV
INT
INSUL
IN
IESNA
IRON PIPE
INVERT or INVERTER
INTERIOR
INSULATION
INCHES
SOCIETY of NORTH AMERICA
ILLUMINATION ENGINEERING
R (cont.)
RAISED PATTERN RUBBER TILE
REVOLUTIONS PER MINUTE
RND
ROOM
RELATIVE HUMIDITY
RPRT
RPM
RND
RM
RH
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
G -0
.d
TYP
TV
TSTAT
TRANS
TOPO
TOIL
T.C.
TO
TK BD
THRES
THK
TGL
TERM
TER
TEMP
TEL
TECH
TE
TDD
TCA
TAN
T
TYPICAL
TELEVISION
THERMOSTAT
TRANSVERSE
TOPOGRAPHY
TOILET
TOP OF CURB
TOP OF
TACK BOARD
THRESHOLD
THICKNESS
TOGGLE
TERMINAL
TERRAZZO
TEMPERATURE
TELEPHONE
TECHNICAL
TOP ELEVATION
TUBULAR DAYLIGHTING DEVICE
TILE COUNCIL of AMERICA
TANGENT
TREAD
L .B .C
L .B .C
L .B .C
L .B .C
A B
B R
E V
IA
T
IO
N S
G-003
/0
/2
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
G -0
.d
L .B .C
L .B .C
L .B .C
L .B .C
L E
G E
N D
G-004
/0
/2
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
Room name
PLAN NORTH
Name
Elevation
A
Rm_Occupancy
Room
150 SF
EGRESS :Egress_ID
Egress_Length
OR
AD
AD
AD
MODSEC.
VD
FD
SD
20 x 12
20 x 12 RG
20 x 12 SG
700 CFM
20 x 12 GR
20 x 12 SR
700 CFM
700 CFM
20 O/
700 CFM
700 CFM
12 x 12
700 CFM
DG
12 x 6
R
COVER BOARD
PLYWOOD
EXTERIOR CEMENT BOARD
EXTERIOR GYPSUM SHEATHING
THERMODYNAMIC TRAP
BUCKET TRAP
THERMOSTATIC TRAP
FLOAT TRAP
COMPRESSED AIR
VACUUM
FIRE LINE
UNDERSLAB FIRE LINE
FOAM CONCENTRATE
FOR AFFF SYSTEMS
GLOBE VALVE
O, S, & Y GATE VALVE
W/TAMPER SWITCH
GATE VALVE
WAFER CHECK VALVE
HOSE GATE VALVE
PLUG VALVE OR BALANCING COCK
NEEDLE VALVE
POLYISOCYANURATE RIGID INSULATION
EXTRUDED POLYSTYRENE RIGID INSULATION
EXPANDED POLYSTYRENE RIGID INSULATION
MINERAL WOOL SEMI RIGID INSULATION
FIBERGLASS SEMI RIGID INSULATION
FIBERGLASS BATT INSULATION
STONE
CMU
BRICK
SAND, EIFS FINISH COAT, OR CEMENT PLASTER
SOIL
CONCRETE/ PRECAST CONCRETE
HIGH PRESSURE STEAM
MEDIUM PRESSURE STEAM
LOW PRESSURE STEAM
HIGH PRESSURE CONDENSATE
MEDIUM PRESSURE CONDENSATE
LOW PRESSURE CONDENSATE
PUMPED CONDENSATE
FEED WATER
HIGH TEMPERATURE WATER SUPPLY
HIGH TEMPERATURE WATER RETURN
HOT WATER HEATING SUPPLY
HOT WATER HEATING RETURN
GLYCOL HOT WATER HEATING SUPPLY
GLYCOL HOT WATER HEATING RETURN
BOILER BLOW-DOWN
FUEL OIL GAGE LINE
FUEL OIL SUPPLY
FUEL OIL FILL
FUEL OIL RETURN
FUEL OIL TANK VENT
GAS
F & T TRAP
F
G
FOV
FOR
FOF
FOS
FOG
BBD
GHWR
GHWS
HWR
HWS
HTWR
HTWS
FW
PC
LPC
MPC
HPC
LPS
MPS
HPS
STRAINER
RELIEF VALVE
MOTOR OPERATED VALVE
TEMPERATURE REGULATING VALVE
SOLENOID VALVE
PRESSURE REDUCING VALVE
FLOAT VALVE
BUTTERFLY VALVE
BALL VALVE
CALIBRATED BRONZE BALANCING VALVE OR
ANCHOR
EXPANSION JOINT, SLIDING
EXPANSION JOINT, BELLOWS
ELBOW DOWN
ELBOW UP
TEE DOWN
TEE UP
CAP
UNION
PIPE INCREASER OR DECREASER
FLANGE
BLIND FLANGE
PA
S
M
T
FLEXIBLE CONNECTION
FLEXIBLE DUCT
TURNING VANES
SMOKE DAMPER
SHOW HORIZ. POS.
SHOW VERTICAL POS.
FIRE DAMPER:
ACCESS PANEL (AP)
ACCESS DOOR (AD)
AUTOMATIC DAMPERS MOTOR OPERATED
VOLUME DAMPER MANUAL OPERATION
SPLITTER DAMPER
STANDARD BRANCH FOR SUPPLY
& RETURN (NO SPLITTER)
ON BOTTOM IF APPLICABLE
FLAT ON TOP OR F.O.B. FLAT
TRANSITIONS: GIVE SIZES. NOTE F.O.T.
IN DIRECTION OF AIR FLOW
INCLINED RISE (R) OR DROP (D) ARROW
DUCT SECTION (EXHAUST OR RETURN)
DUCT SECTION (SUPPLY)
DIRECTION OF FLOW
FOR NET FREE AREA
ACOUSTICAL LINING DUCT DIMENSIONS
2ND FIGURE, SIDE NOT SHOWN)
DUCT (1ST FIGURE, SIDE SHOWN
(BY STATIC PRESSURE CLASS)
POINT OF CHANGE IN DUCT CONSTRUCTION
POWER OR GRAVITY ROOF
VENTILATOR-EXHAUST (ERV)
POWER OR GRAVITY ROOF
VENTILATOR-SUPPLY (SRV)
UNIT HEATER (HORIZONTAL)
UNIT HEATER (VERTICAL)
DOOR GRILLE
PARALLEL BLADE DAMPERS
OPPOSED BLADE DAMPERS
FLOW DIRECTION
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING, RECTANGULAR
CEILING (INDICATE TYPE)
SUPPLY OUTLET, CEILING ROUND
FLOW DIRECTION
EXHAUST OR RETURN AIR INLET
+ INTEGRAL VOL. CONTROL)
SUPPLY REGISTER (SR) (A GRILLE
GRILLE (NOTE AT FLR. OR CLG.)
RETURN (RG) OR EXHAUST (EG)
SUPPLY GRILLE (SG) DOMESTIC COLD WATER
DOMESTIC HOT WATER
SANITARY
VENT
WALL CLEANOUT
FCO
HB
V
DHWR
DHW
DCW
RL
RD
RS
CWS
CWR
C
CR
CHWS
CHWR
GCWS
GCWR
COND CONDENSATE DRAIN LINE
GLYCOL CHILLED WATER RETURN
GLYCOL CHILLED WATER SUPPLY
CHILLED-HOT WATER RETURN
CHILLED-HOT WATER SUPPLY
THERMOSTATIC EXPANSION VALVE
REFRIGERANT STRAINER
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CHILLED WATER RETURN
CHILLED WATER SUPPLY
REFRIGERANT SUCTION
REFRIGERANT DISCHARGE (HOT GAS)
REFRIGERANT LIQUID
S
N
PB
E
P
H HUMIDITY SENSOR
PRESSURE SENSOR
EMCS SENSOR
MANUAL OVER-RIDE SWITCH
NIGHT THERMOSTAT
TEMPERATURE SENSOR
1 HR FIRE
2 HR FIRE
3 HR FIRE
4 HR FIRE
1 HR FIRE/SMOKE WALL
2 HR FIRE/SMOKE WALL
3 HR FIRE/SMOKE WALL
4 HR FIRE/SMOKE WALL
MATCH LINE
CENTER LINE
SHEET KEYNOTE
FLOOR LEVEL & NAME
SPOT ELEVATION
DIRECTION OF SIGHT OF PHOTOGRAPH
EQUIPMENT NUMBER
WALL AND PARTITION TYPES
WINDOW TYPES
DOOR NUMBER
COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)
EGRESS ROUTE ID AND SECTION LENGTH
ROOM OCCUPANCY & AREA
ROOM NAME/NUMBER
SECTION/DETAIL IS DRAWN
PLATE NUMBER WHERE
EXTERIOR ELEVATION
SECTION/DETAIL IS DRAWN
PLATE NUMBER WHERE
INTERIOR ELEVATION
A101
A101
SECTION/DETAIL IS DRAWN
PLATE NUMBER WHERE
PLAN, BLOW-UP DETAILA-101
A101
SECTION
SECTION/DETAIL IS DRAWN
PLATE NUMBER WHERE
* SHEET NUMBERS OMITTED IF SECTION IS
CUT AND DETAILED ON SAME DRAWING.
ARCHITECTURAL LEGEND
HEATING
MISCELLANEOUS PIPING
VALVES & FITTINGS
AUTOMATIC BALANCING VALVE AS INDICATED
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO
THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN
ON THIS SHEET.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS
NOTES:
GENERAL
AND HATCHED THUSLY.
FIRE RATED WALL SYMBOLS:
OA
T
OR SENSOR (AS INDICATED)
OUTDOOR AIR THERMOSTAT
THERMOSTAT
FOR ADDITIONAL LEGEND
SEE TEMPERATURE CONTROL DRAWINGS
TEMPERATURE CONTROLS
ARCHITECTURAL SYMBOLS
DUCTWORK
MECHANICAL LEGEND
PLUMBING
REFRIGERATION
STANDARD NORTH ARROWS
TRUE NORTH INDICATION
NORTH ARROW w/
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
(TYPE AS SPECIFIED) INDICATE
Ref
Ref
SIM
SIM
1i
X
A
A
1 A
S
S
S
S
FC
F
F
VAC
A
GYPSUM WALL BOARD
COATED GLASS MAT WATER RESISTANT GWB
ROADS
WALKS
CULVERT
77.2
77.2
SD
W
FW
S
FW
WD
OR OR
FM
SD
W
S
FW
FM
FW
WD
PIV
MW-2
MT
MW-1
MT
DH-2 DH-2
PIV
BUILDINGS
CURB & GUTTER
RAILROAD
CONTOURS
STORM DRAIN
DIRECTION OF DRAINAGE
SPOT GRADE ELEVATIONS
SUBDRAIN
FIRE WATER LINE
FORCE MAIN
SANITARY SEWER
WATER LINE
SUBDRAIN OUTLET LINE
OBSERVATION RISER
UTILITY LINE
WASTE DRAIN
SUBDRAIN FLUSHING &
AREA INLET
FIRE HYDRANT
POST INDICATOR VALVE
MONITORING WELL
CONTROL POINT
DRILL HOLE
CURB INLET
DEPENDING ON TYPE OF
OR SERVICE STOP & BOX
PROPERTY LINE MONUMENT
FIRE PROTECTION WATER LINE
MANHOLE SELF EXPLANATORY
GATE VALVE & VALVE BOX
WOOD
XX
X
XX
X
WOVEN WIRE
BARBED WIRE
CHAIN LINK SECURITY
NEWEXISTING
NEWEXISTING
FENCES
CIVIL LEGEND
A-7A-5 A-6 A-7 A-8
SECTION NUMBER
WHERE SECTION IS SHOWN *
SHEET NUMBER OF DRAWING
WHERE SECTION IS CUT *
SHEET NUMBER OF DRAWING
WHERE SECTION IS SHOWN
IS CUT WILL BE LISTED ONLY ON DRAWING
ANY ADDITIONAL DRAWINGS WHERE SECTION
DOMESTIC HOT WATER RECIRC.
SS
FPWH FREEZEPROOF WALL HYDRANT
HOSE BIBB
WCO
FLOOR CLEANOUT
NG NATURAL GAS
FLOOR DRAINFD
FD FLOOR DRAIN
D O
R M
IT
O R
Y
W F -1
-R -0
HH#2 MH#4
H CO F
F
CR
I D P
WFITSSVOSY
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
POLE, NO., LENGTH, AND CLASS AS INDICATED
CLASS 7 SOIL) "MT" INDICATES TWIN EYE ANCHOR ROD
(ANCHOR STRENGTH IS BASED ON HOLDING POWER IN
DOWN GUY AND ANCHOR. STRENGTH IN LBS. INDICATED
OVERHEAD COMMUNICATIONS LINE
EXTERIOR ELECTRICAL LEGEND
EXIST NEW
LUMINAIRES AND APPROX. HORIZ. AIMING
INSTALLATION. ARROWS INDICATE NO. OF
POLE MOUNTED FLOODLIGHTING
CONDUCTOR AND LINE VOLTAGE AS INDICATED.
SERVICE DROP NO., SIZE AND TYPE OF
OVERHEAD POWERLINE-SECONDARY OR
VOLTAGE AS INDICATED
NO., SIZE, AND TYPE OF CONDUCTORS AND LINE
OVERHEAD POWERLINE-PRIMARY DISTRIBUTION.
SIZE AND TYPE OF WIRE AS INDICATED.
LIGHTING CIRCUIT RESPECTIVELY. NO.,
SERIES STREET LIGHT AND AIRFIELD
OR PER CROSS SECTION DETAIL
LINE). NO., SIZE AND VOLTAGE OF CABLE AS INDICATED
ELECTRICAL POWER LINE, "C" A COMMUNICATIONS TYPE
MIN. IF NOT IDENTIFIED). LETTER "P" INDICATES
SPECS). NUMERAL INDICATES QUANTITY OF DUCTS (4"
UNDERGROUND DUCT LINE, CONCRETE ENCASED (SEE
ANSI (C84.1) VOLTAGE CONFIGURATION AS INDICATED.
CONCRETE PAD MOUNTED TRANSFORMER INSTALLATION
NUMBER, SIZE, AND TYPE OF CABLE AS INDICATED
VOLTAGE), "C" A COMMUNICATIONS TYPE LINE.
CABLES ARE USED), "S" SECONDARY POWER (LOW
PRIMARY POWER (#8 MIN. IF SINGLE-CONDUCTOR
DIRECT BURIED LINE. THE LETTER "P" DESIGNATES
AND RACEWAY AS DESCRIBED ( * ) OR DETAILED
CONFIGURATIONS. NO. AND SIZE OF CONDUCTORS
UNDERGROUND DISTRIBUTION-MISC.
NO., AND TYPE AS INDICATED
PULLBOX, HANDHOLE OR MANHOLE.
VAULT (POWER OR CONTROLS)
UNDERGROUND ELECTRICAL EQUIPMENT
CABINET OR EQUIPMENT ASSEMBLY
ELECTRICAL EQUIPMENT IN PAD MOUNTED
NUMERAL IF PRESENT DESIGNATES KVA RATING
CONFIGURATION AS INDICATED, SINGLE
FENCED APPLICATONS. ANSI VOLTAGE
INDIVIDUAL TRANSFORMER FOR OVERHEAD OR
PHOTOELECTRIC CONTROL RELAY
AERIAL AUTOMATIC RECLOSER.
AERIAL AUTO SECTIONALIZER
(COUNTERPOISE) (BARE COPPER) SIZE AS INDICATED
GROUNDING SYSTEM. ELECTRODE AND CONDUCTOR
LIMITS OF CONDUIT CASING OR SLEEVE
CAPPED CONDUIT
DRAWOUT FUSE ASSEMBLY
RESPECTIVELY, SIZE AS INDICATED
FUSE-POWER AND CONTROL APPLICATIONS
BUS NUMBER FOR ANALYSIS AND REFERENCE ONLY
VOLTAGE RATING AND SIZE AS INDICATED
FUSED CUTOUT OR FUSED SWITCH ASSEMBLY.
FRAME SIZE WITH ADJUSTABLE TRIP SETTINGS.
MOLDED CASE CIRCUIT BREAKER OF A GIVEN
THREE POLE UNLESS DESIGNATED '1P' OR '2P'.
MOLDED CASE CIRCUIT BREAKER, FIXED TRIP.
MOLDED CASE CB TYPE). SIZE AS INDICATED.
INDICATES INSULATED CASE, "MC" INDICATES
("LVP" INDICATES LOW VOLTAGE POWER CB, "IC"
DRAWOUT TYPE CIRCUIT BREAKER ASSEMBLY
RATING AND CLASS AS INDICATED
SURGE ARRESTOR - VOLTAGE
- NUMBER DENOTES KVAR RATING
POWER FACTOR CORRECTION CAPACITOR
STEEL (#6 MIN. CONDUCTOR IF NOT SHOWN)
TYPE ELECTRODE, TO NEAREST STRUCTURAL
GROUND CONNECTION - TO STANDARD ROD
BETWEEN BREAKERS, RELAY/CONTACTOR, ETC.)
BETWEEN 2 OR MORE DEVICES (KEY INTERLOCK
CONTROL INTERFACE OR OPERATING RELATIONSHIP
IDENTIFIED). AMPACITY AS INDICATED
ASSEMBLIES (HIGH OR MEDIUM VOLTAGE). (CU BUS IF NOT
FEEDER TYPE BUS DUCT (FB) OR METAL-ENCLOSED BUS
LOADBREAK AND NON-LOADBREAK STYLES RESPECTIVELY
(ELBOW TERMINATOR AND BUSHING COMBINATION)-
SEPARABLE CONNECTOR IN PRIMARY DISTRIBUTION LINE
KILOWATT-HOUR METER (WH IS WATT-HOUR METER)
PARENTHESIS INDICATES QUANTITY OF CT'S
OF METERING/ACCESSORY CIRCUIT. NUMERAL IN
TRANSFORMATION RATIO IDENTIFIES NOMINAL CURRENT
CURRENT TRANSFORMER (CT). SECOND NUMERAL OF
INDICATED
AND NON-DRAWOUT. QUANTITY AND VOLTAGE RATING AS
VOLTAGE (POTENTIAL) TRANSFORMER (VT/PT), DRAWOUT
INDICATED.
VOLTAGE, CONNECTIONS, COOLING CLASS AND TYPE AS
POWER & DISTRIBUTION TRANSFORMER, RATED kVA, USED BY A TRANSFORMER SYMBOL.
TRANSFORMER DELTA CONNECTION DESIGNATION WHEN
IT IS AN UNGROUNDED OR FLOATING WYE CONNECTION.
RESPECTIVELY. IF THE GROUND SYMBOL IS MISSING, THEN
DIRECT GROUNDED AND RESISTOR GROUNDED
DESIGNATION WHEN USED BY A TRANSFORMER SYMBOL,
TRANSFORMER GROUNDED-WYE CONNECTION
AMMETER AND VOLTMETER WITH PHASE SELECTOR SWITCH
INTERLOCKING CONTROL AS INDICATED
WITH TRIP SETTING AT DESIGNATED TIME DELAY
GROUND FAULT INTERRUPTING EQUIPMENT (SEE SPECS)
FUNCTION PER ANSI/IEEE C37.2
ELECTROMECHANICAL); NUMERAL IDENTIFIES TYPE OR
SENSOR, DEVICE OR APPARATUS (ELECTRICAL OR
EXISTING AND NEW, RESPECTIVELY
CORRESPONDING SWITCH
THEN 2' X 2' IN SIZE - LETTER IDENTIFIES
INCANDESCENT OR H.I.D. LUMINAIRE LESS
OMITTED IN CONTINUOUS ROW CONFIGURATIONS)
SIZE (THE OUTLET SYMBOL WILL NORMALLY BE
FLUORESCENT OR HID LUMINAIRE 2' x 2' OR LARGER IN
OF EGRESS
CEILING EXIT LIGHT. ARROWS IDENTIFY DIRECTION
VOLTAGE RATINGS AS INDICATED
LIGHTING CONTACTOR - NO. OF POLES, CURRENT AND
RATINGS AND PHYSICAL SIZE AS INDICATED
BATTERY INVERTER SET (OR FORWARD TRANSFER UPS),
EMERGENCY POWER SYSTEM FOR EGRESS LIGHTING -
LUMINAIRE HEADS AS INDICATED
BATTERY OPERATED EMERGENCY LIGHT SET, NO. OF
WITH THE 'E' ANNOTATION
2-LAMP FIXTURE WILL BE SHOWN SHADED OR UNSHADED
SUPPLIED FROM EMERGENCY POWER. A 1-LAMP OR
INDICATES 2 LAMPS OF A 3 OR 4 LAMP FIXTURE ARE
THE SHADED PORTION OF THE FLUORESCENT SYMBOL
FIXTURE, RESP. SUPPLIED FROM AN EMERGENCY CIRCUIT.
FEEDER, DEVICE OR FIXTURE, AND FLUORESCENT TYPE
CEILING AND WALL MOUNT TYPES INDICATED.
JUNCTION BOX, 4" SQUARE UNLESS NOTED OTHERWISE.
DIMMING CONTROL FOR LIGHTING
OVERLOADS (MOTOR RATED SWITCH)
MANUAL STARTER WITH THERMAL
DOUBLE POLE SINGLE THROW SWITCH
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
SINGLE POLE SWITCH WITH PILOT LIGHT
TIMER OPERATED SWITCH
KEY OPERATED SWITCH
MOMENTARY CONTACT SWITCH
8.
OUTLETS, NEMA 5-XX SERIES. DEFAULT SIZE IS 15A. SEE NOTE
CLOCKOUTLET, FO= FAN OUTLET, IG= ISOLATED GROUND TYPE
DUPLEX & SIMPLEX "SW" INDICATES SPLIT WIRED, CO=
2P,3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL
FIXTURES
SWITCHED
IDENTIFY
WHERE USED,
C, ETC.
LETTERS A, B,
4'-0" UP
APPLICATIONS) UNLESS NOTED OTHERWISE
PLANS) IN SURFACE MOUNTED RACEWAY. WALL MOUNTED AT
RECEPTACLES SPACED AT INTERVAL INDICATED (SEE FLOOR
RECEPTACLE STRIP ASSEMBLY - DUPLEX NEMA 5-15
OTHERWISE.
BOTTOM OF THE OUTLET BOX, UNLESS INDICATED
BE MOUNTED 15 - INCHES A.F.F. AS MEASURED TO THE
8. ALL RECEPTACLE AND COMMUNICATION OUTLETS SHALL
ABBREVIATIONS SHEET FOR DEFINITIONS.
INDICATE SPECIAL CONSTRUCTION IS REQUIRED. SEE
7. LETTERS SUCH AS "WP", "EP" ADJACENT TO ANY SYMBOL
CONDUCTORS UNLESS INDICATED OTHERWISE.
6. SIZES OF WIRE AND CABLE ARE BASED ON COPPER
FIXTURE PER FIXTURE SCHEDULE.
ADJACENT TO SYMBOL INDICATES FIXTURE TYPE FOR EACH
(B) CAPITAL LETTER OR FIXTURE DESIGNATION INSIDE OR
WHEN ADJACENT TO THE FIXTURE SYMBOL.
NAME OR NUMBER DESIGNATION OR FOR SINGLE FIXTURE
FOR ENTIRE ROOM OR AREA WHEN ADJACENT TO THE ROOM
(A) INDICATES FIXTURE TYPE, PER FIXTURE SCHEDULE,
BOTH OF THE FOLLOWING METHODS:
5. ELECTRIC LIGHT FIXTURES ARE IDENTIFIED BY EITHER OR
(FILLED-IN) SYMBOL.
OPEN SYMBOL; NEW ITEMS WITH A THICK LINE OR CLOSED
4. EXISTING ITEMS ARE DESIGNATED BY A THIN LINE OR AN
3. NOT USED.
SHEET.
SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS
ITEMS NOT COVERED BY THIS SHEET OR TO INDICATE
THIS SET OF DRAWINGS TO ESTABLISH SYMBOLS FOR
2. SUPPLEMENTAL ELECTRICAL LEGENDS MAY APPEAR IN
PREFERRED FORM IS SHOWN FIRST.
1. WHERE MORE THAN ONE SYMBOL FORMAT IS SHOWN, THE
K
234B1
NOTED
ELECTRIC WATER COOLER (DRINKING WATER DISPENSER) SIZE AS
RECESSED (FLUSH MOUNTED) TYPE, SEE SPECS
MOUNTED TYPE (ABOVE FLOOR SERVICE FITTING), 'R' DENOTES
INDIVIDUAL FLOOR OUTLET ASSEMBLY.'SM' DENOTES SURFACE
TO EXTEND ABOVE SUSPENDED CEILING. SEE NOTE 8.
RELOCATIBLE SERVICE POST ASSEMBLY - LENGTH AS REQUIRED
TELEPHONE, P= PUBLIC TELEPHONE, SEE NOTE 8.
THE DEVICE INDICATE IT IS FLOOR MOUNTED. HL=HOTLINE
WITHOUT LEG(S) REQUIRES DUPLEX JACKS. A SQUARE AROUND
CONFIGURATIONS (8 PIN JACKS). SEE SPECS. SYMBOL SYMBOL
TELEPHONE OUTLET, SINGLE AND DUPLEX JACK
DIMENSIONS AS INDICATED (W X D)
CABLE TRAY FOR COMMUNICATIONS AND DATA PROCESSING,
TELEPHONE TERMINAL CABINET, SIZE AS INDICATED
TELEPHONE TERMINAL BOARD (PLYWOOD BACKBOARD);
FEEDER DUCT (NO INSERTS).
IDENTIFY NOMINAL WIDTH; UFD IDENTIFIES A SECTION OF
DENOTES COMMUNICATIONS DUCT W/BUSHED FITTING; FIGURES
POWER DUCT WITH DUPLEX RECEPTACLES (NEMA 5-15), 'C'
SOLID DENOTES A DEVICE INSTALLATION; 'P' INDICATES A
(SEE SPECS.). OPEN CIRCLE DENOTES BLANK INSERT LOCATION,
MULTIOUTLET CONFIGURATION IN UNDERFLOOR DUCT SYSTEM
- PART WINDING TYPE.
REDUCED VOLTAGE TYPE, 'AT' - AUTO TRANSFORMER TYPE, 'PW"
FULL VOLTAGE TYPE (DEFAULT IF NOT INDICATED), 'RV' -
INDICATES: 'R' - REVERSING TYPE, '2S' - TWO SPEED TYPE, 'FV'-
NUMERAL DESIGNATES NEMA SIZE; LOWER LETTER, IF USED,
MOTOR CONTROLLER - MAGNETIC OR AS INDICATED, UPPER
MOTOR - USE AND SIZE AS INDICATED
COMBINATION STARTER W/EXTERNALLY OPERATED DISCONNECT
240V, 30A MIN)
DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED (OR 3P,
EMERGENCY POWER OFF.
PUSHBUTTON CONTROL STATION - 1, 2, OR 3 BUTTONS "EPO" =
'MAN-OFF-AUTO' (OR 'H.O.A.)
LEGEND PLATE DESIGNATIONS WILL BE 'ON-OFF' AND
3 POSITION AS INDICATED. IF NOT SPECIFIED ELSEWHERE,
SELECTOR SWITCH (SEPARATE FROM STARTER)- 2 POSITION OR
THERMOSTAT - SEE MECH. SPECS, 5'-0" UP
SCHEDULE FOR SIZES, RATINGS, AND LOADS
(MIN) VERTICAL SECTIONS INDICATED. SEE DIAGRAM AND/OR
MOTOR CONTROL CENTER, FREE STANDING W/NO. OF 20" WIDE
SCHEDULE. OPEN SYMBOL INDICATES EXISTING
AND SURFACE MOUNTED TYPES, SEE CORRESPONDING PANEL
LIGHTING AND APPLIANCE TYPE PANELBOARD - FLUSH MOUNTED
DISTRIBUTION TYPE PANEL
DIMENSIONS, CLEARANCES, AND ELECTRICAL RATINGS
SPELLED OUT), SEE FLOOR PLANS AND DIAGRAMS FOR
MAIN SWITCH BOARD OR MAIN SWITCH GEAR (ABBREVIATED OR
DEVICE.
(FIGURES INDICATE RATING OF RECEPT AND OVERCURRENT
RECEPT. SYMBOL IDENTIFIES A BOX WITH RECEPTACLE ATTACHED
CIRCLE A PLUG IN BOX WITH BREAKER OR SWITCH (SEE SPECS),
REPRESENTS A POSITION WITH BLANK COVER ONLY, SOLID
INTERVALS, CURRENT RATING AS INDICATED. OPEN CIRCLE
BUS DUCT ASSEMBLY WITH PLUG-IN POWER BOX CAPABILITY AT 2'
EQUIPMENT GROUND RESPECTIVELY (AS APPLICABLE).
CONDUCTOR, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED
DOT AND DOUBLE DOT HASH MARKS REPRESENT PHASE
BRANCH CIRCUIT AND FEEDER WIRING. LONG, SHORT, SINGLE
THE CIRCUIT IS TWO-WIRE (MIN #12 IN 1/2"C).
SEGMENTS. A CIRCUIT WITHOUT ANY DESIGNATION INDICATES
UNDERSTOOD TO APPLY TO ALL UNMARKED INTERVENING
SEGMENTS, AND END-OF-LINE DEVICES, REQUIRED QUANITY IS
IF HASH MARKS ARE OMITTED BETWEEN HOME-RUNS, TRANSITION
ARROWS AND LETTER/NUMERALS IDENTIFY HOME-RUN CIRCUITS.
CONDUIT ONLY - NO CONDUCTORS, PULL WIRE IF OVER 50'
LIGHT LINE - EXISTING, OR BY OTHER TRADES
COATED R.S. CONDUIT UNLESS INDICATED OTHERWISE
COMM OR POWER FEEDER INSTALLED UNDER FLOOR SLAB IN
HEAVY LINE - NEW ELECTRICAL WORK
MATCH LINES, ETC.)
(TO LIGHTING SHEET FROM POWER OR COMM DWG., ACROSS
FUTURE WORK OR ELECTRICAL ITEM REPEATED FOR CLARITY
(NEW LOCATION)
EXISTING EQUIPMENT; EXISTING EQUIPMENT AS RELOCATED
GENERATOR OR GENERATOR CONNECTION.
XRX
LP-2,4,6
/2
A
MSGMSB
LP2
MCC-2
B
NOTE 5
G
CO
UF
MC
K
T
P
TO
20A
X"
INTERIOR ELECTRICAL LEGEND
FIRE ALARM CONTROL PANEL, (SEE SPECS)
SPECS
W/OR W/O GRAPHIC REPRESENTATION, SEE
FIRE ALARM ANNUNCIATION PROVISIONS,
ANTENNA FOR FM RADIO TYPE), SEE SPECS
FIRE ALARM SIGNAL TRANSMITTING (WITH
MANUAL FIRE ALARM STATION - 4'-0" A.F.F.
"CO"=CARBON DIOXIDE
ABORT STATION. "F"= FIRE; "H"=HALON;
TUBULAR SENSING ELEMENT REQUIRED
RATE ("RATE ANTICIPATION") TYPE WITH
SEE SPECS; 'CR' INDICATES COMPENSATED
COMBINATION F.T. AND RATE OF RISE TYPE,
SYMBOL INDICATES FIXED TEMPERATURE OR
HEAT DETECTOR - UNDIFFERENTIATED
LOCATION IS NOT OTHERWISE INDICATED.
INSTALLED IN THE SUPPLY DUCT IF THE
DUCTS, A SINGLE DETECTOR WOULD BE
LOCATIONS ARE IN SUPPLY AND RETURN
DUCT DETECTORS ARE SHOWN IN PAIRS,
DUCT TYPE SMOKE DETECTOR. WHERE
PHOTOELECTRIC TYPE. 'D' STIPULATES A
PRESENT, STIPULATES IONIZATION OR
SMOKE DETECTOR. THE LETTER 'I' OR 'P', IF
SWITCH, SEE MECH. SPECS
VALVES, WATER FLOW INDICATOR AND FLOW
Y) VALVE, TAMPER SWITCH, ALARM CHECK
FIRE ALARM CONTACTS AT SOLENOID (OS &
24-INCH LIGHTNING AIR TERMINAL.
60-INCH LIGHTNING AIR TERMINAL.
LIGHTNING PROTECTION MAIN CONDUCTOR
NOTES:
ELECTRICAL POWER DIAGRAM LEGEND
#2
40'-4 40'-4
6M
12 MT
6M
II
WP2#6
OHSOHS
4-#6 ACSR
3#1
OHPOHP
13.8KV
3#1
OHC OHC
1-#6 CWC
AFL
1#6
SL
USE
4#8, TYPE
DBP DBP
DBS
DBCDBC
DBS
4P
4P/2C
2C 2C
+3 SPARE
1-#3 600V
3-#3,15 KV
4P
UG
UG
PB#4
EV EV
EPEP
PE PE
R
SSSS
R
#4
2" C
G
LVP
400A
3P
20 A
1600AF
1200AT
9KV
50A
SS
1600A
FBFB
KWH
1200:5
(3)
(3)
AS A VS V
400 AT
0.3 s#2
GFI
50N 51N
27B3
A
+7'
EPS
E E
OR
E
J J
D
S S S S
S
S
S
S
S
3/4HP
SM
SM
R
CT
12" X 4"
TTB-2
36X24X6
TTC#4
7"
3"P
C
UF
UF
UFD
UFD
EF-3 2HP
M
#3
2S
SS2PHOAS
T
PB
400A
FCP FCP
FAA FAA
FSTFST
FFFF
M
C
M
F F F F C
STATIC GROUND ROD
L
L
FIXTURE C )
WALL FIXTURE - MOUNTING HEIGHT INDICATED (TO
(TO C ), ARROWS IDENTIFY DIRECTION OF EGRESS
WALL EXIT LIGHT - MOUNTING HEIGHT INDICATED
NUMERAL INDICATES IES TYPE DISTRIBUTION
INSTALLATION, WATTS AS INDICATED, ROMAN
POLE MOUNTED ROADWAY OR AREA LIGHTING
WALL MOUNTED (6'-8" A.F.F.) RESPECTIVELY
- FLASHING LIGHT, CEILING MOUNTED AND
FIRE ALARM WARNING DEVICE, VISIBLE ONLY
HORN AND MASS NOTIFICATION, 6'-8" A.F.F.
FIRE ALARM WARNING DEVICE - BELL, CHIME,
A.F.F.
NOTIFICATION, HORN, BELL, OR CHIME - 6'-8"
AND VISIBLE - FLASHING LIGHT WITH A MASS
F.A. WARNING DEVICE, COMBINED AUDIBLE
F
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
F
G -0
.d
/0
/2
S .L .O
L .B .C
L .B .C
S .L .O
E L E
C T
R
IC
A L L
E G
E N
D
G-005
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
G I1
.d
N
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
C A P E H
A R T R
D
F O
R T C
R O
O K R
D
STRATCOM GATE
NELSON DR
S A
C B
L V
D
KENNEY GATE
BELLEVUE GATE
S A
C B
L V
D
BUTLER BLVD
C U
S T
E R D
R
PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE
ACCESS ROUTE
CONTRACTOR'S
VICINITY MAP
NO SCALE
PROJECT AREA AND STAGING
SCALE: 1" = 600'
SCALE: 1" = 200'
PROJECT AREAS
CONTRACTOR STAGING AREA
EXISTING TUSKEGEE DORM
EXISTING DINING HALL
EXISTING DORM TO BE DEMOLISHED
P R
O J E
C T L
O C
A T
IO
N P
L A
N
C
IV
IL
D M
B
D M
B
W C
D
GI101
V
IC
IN
IT
Y M
A P A
N D
ENTER THROUGH INSPECTION AREA
ALL CONTRACTOR VEHICLES MUST
PROJECT AREA
D O
R M
IT
O R
Y /0
/2
W F -1
-R -0
E
A N
S
O R
M
S
EEE
E
E
S
E1X1
E
01020
C
S
ET
S
CP
S
10601060
CP
S
A N
S
A N
S
S
S A N
S
A N
S
A N
CP
S
A N
CP
S
6X4E
F
S
A N
CP
FO
CATV
CP
S
A N
S
A N
CP
G
1.5X 2.5E
S
A N
G
CP
G
T
S
A N
T
G
CP
EE
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
B-5
B-6
B-3
B-2
B-1
LEGEND
SOIL BORING LOCATION AND DESIGNATIONB-6
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
100'0 50'
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
C A
F
D M
B
K G
H W
F -1
-R -0
D O
R M
IT
O R
Y /0
/2
O F
B -1
.d g n
B-101
S O
IL
B
O R
IN
G L
O C
A T
IO
N P
L A
N
NELSON BLVD
A
IR
M E
N D
R
IV
E
BLDG 324
BLDG 367
A N
S I
D
B P
F
DORMITORY
BLDG 324
1. SEE SHEET B-301 FOR SOIL BORING LOGS.
2. SOIL BORING B-4 WAS NOT DRILLED DUE TO POOR SURFACE CONDITIONS AT TIME OF DRILLING.
NOTES:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
PILLMN
BORING LEGEND
BORING NOTES
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND
LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE
BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED
LOG OF BORINGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
DRILL HOLE NUMBER
NATURAL MOISTURE CONTENT IN PERCENT
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT.
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
DROPPING 30 INCHES, TO DRIVE A 2-INCH
OUTSIDE DIAMETER SAMPLER, 1 FOOT.
SULFATE ION CONTENT IN SOIL, PERCENT
M
LL
PI
N
SO4
DATE BORING COMPLETED
PERCENT OF SOIL BY DRY WEIGHT PASSING
THE NO.200 SIEVE
% fines
Ground water table not encountered
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
AT TIME OF DRILLING, IN FEET NAVD 88
Bottom of Hole = 20 feet
APPROXIMATE ELEVATION OF TOP OF BORING
Field Log - LEAN CLAY
LEAN CLAY
SOIL CLASSIFICATION BASED ON FIELD LOGS
B-1
MAY 19, 2016
APPROX. ELEV. 1070
PILLM
CL
37 15
N
Ground water table not encountered
Bottom of Hole = 20 feet
B-2
MAY 18, 2016
APPROX. ELEV. 1069
PILLM
CL
41 21
N
Ground water table not encountered
Bottom of Hole = 20 feet
B-3
MAY 19, 2016
APPROX. ELEV. 1068
PILLM
CL
39 20
N
Bottom of Hole = 10 feet
B-5
MAY 19, 2016
APPROX. ELEV. 1021.5
PILLM
CL
37 16
N
B-6
MAY 19, 2016
APPROX. ELEV. 1037
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
CL1129.7
23.6
CL
LEAN CLAY, yellowish brown, stiff, 96% fines, moist
99% fines, moist LEAN CLAY, yellowish brown, medium stiff to stiff, 22.9
28.3
CL
38 16
Topsoil and grass
99% fines, moist LEAN CLAY, yellowish brown, stiff to very stiff, 99% fines, moist LEAN CLAY, brown, medium stiff to very stiff, 18.9 dry LEAN CLAY, light olive brown, very stiff, 94% fines, 21.8
97% fines, dry LEAN CLAY, yellowish brown, stiff to very stiff, B-1
MAY 19, 2016
APPROX. ELEV. 1021
23.7
CL
98% fines, dry LEAN CLAY, pale brown, stiff to very stiff, dry to slightly moist Field Log - LEAN CLAY, dark gray, very stiff, 4pH=8.0, resistivity = 439 ohms-cm, SO <0.1%
4pH=8.1, resistivity = 440 ohms-cm, SO <0.1%
4pH=8.1, resistivity = 595 ohms-cm, SO <0.1%
ML/CL Field Log - CLAYEY SILT, brown, stiff, damp
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE
LOCATIONS AND ARE CONSIDERED REPRESENTATIVE OF THE SOILS AT THAT LOCATION.
3. FIELD LOGS, LABORATORY TEST RESULTS, AND ALL RELATED GEOTECHNICAL STUDIES AND
REPORTS, ARE ON FILE IN THE OMAHA DISTRICT OFFICE AND ARE AVAILABLE FOR EXAMINATION
BY ANY INTERESTED CONTRACTOR AT SAID OFFICE.
WATER TABLE CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM
YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
Ground water table not encountered
Ground water table not encountered
Bottom of Hole = 10 feet
SOIL CLASSIFICATIONS BASED ON LABORATORY
TESTING AND LABORATORY VISUAL DESCRIPTIONS
4. GROUND WATER WAS NOT ENCOUNTERED IN ANY OF THESE BORINGS. HOWEVER, THE GROUND
6. SEE SHEET B-101 FOR SOIL BORING LOCATIONS.
5. SOIL BORING B-4 WAS NOT DRILLED DUE TO POOR SURFACE CONDITIONS AT TIME OF DRILLING.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
B -3
.d
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
N .T .S
A N
S I
D
C A
F
C A
F
B-301
B P
F
D R
IL
L H
O L E
S B -1
B -2
B -3
B -5 B -6
S O
IL
B
O R
IN
G L
O G
S
K G
H W
F -1
-R -0
/0
/2
INVERT OUT 12" PVC = 1039.03
INVERT IN 12" PVC = 1039.24
TOP = 1042.37
INVERT IN 8" PVC = 1052.299
INVERT OUT 36" = 1052.152
TOP = 1058.496
INVERT OUT 12" PVC = 1053.513
INVERT IN 12" PVC = 1053.618
INVERT IN 12" PVC = 1053.574
INVERT IN 12" PVC = 1053.728
TOP = 1057.28
INVERT OUT 8" PVC = 1052.152
INVERT OF BOX = 1052.299
TOP = 1058.496
INVERT OUT 12" PVC = 1042.176
INVERT IN 12" PVC = 1044.163
TOP = 1050.25
INVERT OUT 36" RCP = 1009.750
INVERT IN 36" RCP = 1010.150
TOP= 1017.950 SFT
INVERT OUT 18" RCP = 1013.35
INVERT IN 18" RCP = 1013.65
TOP= 1020.95
INVERT OUT 18" RCP = 1019.418
INVERT IN 18" RCP = 1020.018
TOP= 1024.018
INVERT OUT 18" RCP = 1036.25
INVERT IN 18" RCP = 1036.25
TOP= 1040.95
INVERT OUT 18" RCP = 1050.125
TOP= 1054.225
10" SEWER LINE THROUGH BOX
INVERT OUT 30" RCP = 1047.615
INVERT IN 18" RCP = 1047.715
INVERT IN 30" RCP = 1049.315
TOP= 1052.815
INVERT OUT 12" PVC = 1049.276
INVERT IN 10" PVC = 1049.276
INVERT IN 10" PVC = 1049.376
INVERT IN 8" PVC = 1056.076
TOP= 1061.476
INVERT OUT 36" RCP = 1046.908
INVERT IN 24" RCP = 1047.658
TOP= 1053.208
INVERT OUT 10" STEEL = 1057.48
INVERT IN 10" STEEL = 1057.88
INVERT IN 10" STEEL = 1057.88
TOP= 1064.08
INVERT OUT 24" RCP = 1059.74
TOP= 1064.24
INVERT OUT 24" RCP = 1056.50
INVERT IN 24" RCP = 1057.75
TOP= 1061.45
INVERT OUT 10" PVC = 1057.787
INVERT IN 10" PVC = 1058.137
TOP= 1066.387
INVERT OUT 24" RCP = 1054.20
INVERT IN 18" RCP = 1061.05
INVERT IN 12" RCP = 1054.80
INVERT IN 24" RCP = 1054.27
TOP= 1064.80
INVERT OUT 24" RCP = 9999.9999
TOP= 9999.9999TOP= 1065.343 SFT
18" UNK
INVERT OUT = 1052.426 SFT
18" UNK
INVERT IN = 1052.421 SFT
INVERT OUT 8" PVC = 1058.908
INVERT IN 10" PVC = 1059.808
INVERT IN 10" PVC = 1059.108
INVERT IN 10" PVC = 1059.308
TOP= 1067.308
INVERT OUT 8" PVC = 1059.59
INVERT IN 10" PVC = 1059.89
INVERT IN 8" PVC = 1059.59
TOP= 1068.79
INVERT OUT 8" PVC = 1059.945
INVERT IN 8" PVC = 1059.945
TOP= 1069.445
FULL OF DEBRIS
TOP = 1064.896 SFT
INVERT OUT 36" RCP = 1046.76
INVERT IN 36" RCP = 1046.86
TOP= 1053.06
INVERT OUT 36"RCP = 1044.64
INVERT IN 36"RCP = 1044.64
INVERT IN 24"RCP = 1044.54
TOP= 1053.64
INVERT OUT 18" RCP = 1044.17
INVERT IN 18" RCP = 1045.07
TOP= 1050.07
INVERT OUT 18" RCP = 1018.694
INVERT IN 18" RCP = 1018.994
TOP= 1023.794
INVERT OUT 10" PVC = 1061.41
INVERT IN 6" PVC = 1061.39
INVERT IN 6" PVC = 1061.63
TOP= 1070.14
INVERT OUT 24" RCP = 1058.664
INVERT IN 24" RCP = 1058.854
INVERT IN 12" RCP = 1062.664
TOP= 1067.964
INVERT OUT 12" PVC = 1055.159
TOP = 1059.08
INVERT OUT 36"RCP = 1013.247
INVERT IN 36"RCP = 1015.247
INVERT IN 24"RCP = 1013.747
TOP= 1022.247
INVERT 18" RCP = 1061.19
TOP= 1065.24
VENT PIPES
INVERT 10" PVC = 1060.337
TOP= 1069.637
#8
48" CMP
INVERT = 1000.809
48" CMP
INVERT = 1000.921
1005.3151005.554 1005.736
1006.607
E
S
A N
T
1007.063
1007.594 1007.993
T
1008.653 1008.924
(NELSON DR)
S
TOP= 1009.193 SFT
1009.526 1009.700
1010.213 1010.413
1010.577
1011.148 1011.280
1011.419
1011.6431011.717 1011.8941011.972 1012.313
1012.374
1012.435 1012.9101012.935
1013.1411013.146
1013.5231013.748
1013.8681013.888
S
TOP= 1013.903 SFT
1014.2221014.386
1014.4861014.812
1015.357
1015.454 1015.641
1015.652
1016.491
ACTIVE BARRIER
24 IN
1016.682
EE
1017.336
E
E
1017.382
E
1017.504
1017.522
1017.554
1017.634
S
E
01020
20 IN
14 DBH PINE
E
S
14 DBH PINE
(NELSON DR)
10 DBH PINE
12 DBH FIR
10 DBH SPRUCE
14 DBH PINE
12 IN
16 IN
8 IN
14 DBH PINE
8 DBH PINE
12 DBH PINE
.2
12 DBH PINE
.2
.6
18" RCP
INVERT = 1031.688
.8
20 DBH PINE
1032.088
1032.646
15 DBH PINE
12 IN
10 DBH PINE
1033.812
1035.838
15 DBH PINE
(BUILDING 324)
(BUILDING 324)
(NELSON DR)
INVERT = 1040.482
10 DBH SPRUCE
8 DBH PINE
1047.744
14 DBH PINE
10 DBH PINE
1048.064
10 DBH FIR
1049.212
1049.527
1049.622
1049.758
36" RCP
INVERT = 1049.758
S
1050.256
10 DBH SPRUCE
1050.746
10 DBH PINE
12 DBH PINE
5 DBH
1051.420
1051.496
18 DBH PINE
1052.150
1052.400
S
1052.864
S
1053.119
1053.2
S
Finished Floor El. = 1054.15
S
1054.543
1054.678
1054.740
12 DBH SPRUCE
1055.436
CP
(A
IR
A N C
IR
S
22 DBH PINE
1056.474
18 DBH SPRUCE
10 DBH FIR
1056.794
12 DBH FIR
8 DBH
10 DBH SPRUCE
1057.167
S
8 DBH SPRUCE
6 IN
1057.502
8 DBH
1057.655
1057.692
14 DBH PINE
18 DBH SPRUCE
10 DBH FIR
S
18 DBH PINE
12 IN
12 IN
18 DBH SPRUCE
S
15 DBH
10 DBH PINE
9 DBH
Finished Floor El. = 1059.80
Finished Floor El. = 1059.88
10601060
CP
12 DBH SPRUCE
SEE PHOTO
10 DBH PINE
12 DBH FIR
4 DBH
20 DBH PINE
1060.6
4 DBH
14 DBH PINE
S
A N
10 DBH FIR
15 DBH PINE
12 DBH PINE
6" STL OUT
INVERT = 1061.864
18 DBH SPRUCE
6" STL
INVERT = 1062.150
S
12 IN
8 DBH FIR
10 DBH
S
A N
S
(A
IR
A N C
IR
18 DBH
S
4.85
S
3 DBH
1065.170
1065.186
1065.230
S
1065.294
S A N
S
22 DBH18 DBH
1065.636
12 IN
1065.742
1065.859
1065.888
(A
IR
M A
N D
R
1066.149
1066.199
S
A N
1066.678
1066.805
(BUILDING 367)
(BUILDING 367)
20 DBH
1067.143
1067.174
Finished Floor El. = 1067.27
Finished Floor El. = 1067.31
S
A N
Finished Floor El. = 1067.37
6 DBH OAK6 DBH OAK
1067.386
CP
1067.431
8 IN
12 DBH OAK
1067.496
1067.551
S
A N
CP
1067.799
7 DBH OAK
1067.911
S
10 DBH OAK
1068.135
BASE CRANE
1068.330
(A
IR
M A
N D
R
1068.347
1068.394
6X4E
F
6 IN
S
A N
TOP= 1068.792 SFT
CP
FO
TABLE
CATV
T
TABLE
TABLE
TABLE
12 DBH
H
5FT ROUND COVER CTR SHOT
7 DBH OAK
14 DBH
S
A N
TOP= 1069.329
14 DBH
SHRUB
16 DBH
S
A N
CP
10 DBH
SHRUB
TABLE
10 DBH
G
1.5X 2.5E
S
A N
T
10 DBH
TABLE
G
SHRUB
12 DBH OAK
CP
TABLE
TABLE
14 DBH
14 DBH
G
12 DBH
12 DBH
PICNIC TABLE
PICNIC TABLE
BBQ
12 DBH
12 DBH OAK
26 DBH
8 DBH
8 DBH
24 DBH
T
12 DBH OAK
10 DBH
TABLE
S
A N
8 DBH
T
20 DBH
14 DBH
16 DBH
G
16 DBH
12 DBH
CP
15 DBH
12 DBH
15 DBH
EE
24 DBH
20 DBH
12 DBH
Finished Floor El. = 1071.11
Finished Floor El. = 1071.12
Finished Floor El. = 1071.12
Finished Floor El. = 1071.12
Finished Floor El. = 1071.17
Finished Floor El. = 1071.17
Finished Floor El. = 1071.22
Finished Floor El. = 1071.26
16 DBH OAK
10 DBH
12 DBH
E
12 IN
10 DBH
4 IN
4 IN
14 DBH
8 IN
12 IN
8 IN
12 DBH
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
1 2
3 4
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
V F .d
IV
IL
D M
B
D M
B
M T J
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF100
N
/0
/2
P N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
W F -1
-R -0
D O
R M
IT
O R
Y
120'0 60'
SCALE : 1" = 60'
SURVEY NOTES SURVEY CONTROL
5) COMBINED GRID FACTOR IS: 0.99963588
4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.
FIELD SURVEY DATE: FEBRUARY 2016
3) TOPOGRAPHY IS DERIVED FROM GPS SURVEY METHODS.
CP 15-911.
AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THEY ARE BASED ON THE CONTROL
2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH
NEBRASKA (2600). THEY ARE BASED ON CONTROL POINT CP 15-911.
AMERICAN DATUM OF 1983 (NAD83) STATE PLANE COORDINATE SYSTEM FOR
1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH
2" ALUMINUM CAP ON REBAR1056.8972763459.118500861.518IH 16-03C
2" ALUMINUM CAP ON REBAR1071.4462764162.288500086.727IH 16-03B
2" ALUMINUM CAP ON REBAR1070.8072764015.332500833.671IH 16-03A
PID BBBS36 3.5" BRASS CAP IN CONCRETE989.872757389.194501959.003CP 15-911
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
O V
E R
V
IE
W
INVERT IN 8" PVC = 1052.299
INVERT OUT 36" = 1052.152
TOP = 1058.496
INVERT OUT 12" PVC = 1053.513
INVERT IN 12" PVC = 1053.618
INVERT IN 12" PVC = 1053.574
INVERT IN 12" PVC = 1053.728
TOP = 1057.28
INVERT OUT 8" PVC = 1059.59
INVERT IN 10" PVC = 1059.89
INVERT IN 8" PVC = 1059.59
TOP= 1068.79
INVERT OUT 8" PVC = 1059.945
INVERT IN 8" PVC = 1059.945
TOP= 1069.445
FULL OF DEBRIS
TOP = 1064.896 SFT
INVERT OUT 10" PVC = 1061.41
INVERT IN 6" PVC = 1061.39
INVERT IN 6" PVC = 1061.63
TOP= 1070.14
INVERT OUT 24" RCP = 1058.664
INVERT IN 24" RCP = 1058.854
INVERT IN 12" RCP = 1062.664
TOP= 1067.964
VENT PIPES
(BUILDING 324)
(BUILDING 324)
36" RCP
INVERT = 1049.758
Finished Floor El. = 1054.15
1056.474
1056.794
1057.167
S
1057.502
1057.655
1057.692 S
Finished Floor El. = 1059.80
Finished Floor El. = 1059.88
4 DBH
4 DBH
S
3 DBH
S
(BUILDING 367)
(BUILDING 367)
Finished Floor El. = 1067.27
Finished Floor El. = 1067.31
Finished Floor El. = 1067.37
CP
12 DBH OAK
CP
7 DBH OAK
S
10 DBH OAK
BASE CRANE
(A
IR
M A
N D
R
F
S
A N
TOP= 1068.792 SFT
CP
TABLE
TABLE
12 DBH
5FT ROUND COVER CTR SHOT
7 DBH OAK
SHRUB
16 DBH
S
A N
CP
10 DBH
SHRUB
G
E
10 DBH
TABLE
SHRUB
12 DBH OAK
CP
TABLE
14 DBH
14 DBH
G
12 DBH
PICNIC TABLE
PICNIC TABLE
BBQ
12 DBH OAK
8 DBH
8 DBH
T
10 DBH
TABLE
S
A N
8 DBH
T
16 DBH
16 DBH
CP
15 DBH
12 DBH
EE
24 DBH
20 DBH
12 DBH
Finished Floor El. = 1071.12
Finished Floor El. = 1071.12
Finished Floor El. = 1071.12
Finished Floor El. = 1071.17
Finished Floor El. = 1071.17
Finished Floor El. = 1071.22
10 DBH
12 DBH
12 IN10 DBH
4 IN
4 IN
8 IN
12 IN
8 IN
E
S
A N
T
T
(NELSON DR)
S
EEE
E
E
S
S
(NELSON DR)
(A
IR
A N C
IR
S
S
A N
S
A N
S
IR
A N C
IR
S
N
S
IR
M A
N D
R
S
A N
S
A N
CP
S
A N
CP
S
IR
M A
N D
R
6X4E
F
S
A N
CP
FO
TABLE
CATV
T
TABLE
H
14 DBH
S
A N
14 DBH
S
A N
CP
TABLE
10 DBH
G
1.5X 2.5E
S
G
CP
TABLE
G
12 DBH
T
S
A N
T
14 DBH
G
12 DBH
CP
15 DBH
EE
E
14 DBH
12 DBH
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
12 DBH
DORMITORY
REMOVE EXISTING
SHELTER AND PAD
REMOVE EXISTING
CONCRETE SIDEWALK
REMOVE EXISTING
CONCRETE SIDEWALK
REMOVE EXISTING
ENTRANCE AND RETAINING WALL
REMOVE EXISTING BASEMENT
ENTRANCE AND RETAINING WALL
REMOVE EXISTING BASEMENT
BREEZEWAY
REMOVE EXISTING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
C D
.d
N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
SCALE: 1" = 30'
KEY PLAN
SCALE : 1" = 200'
60'0 30'
A R
E A
C
IV
IL
D M
B
D M
B
W C
D
CD102
D E
M O
L
IT
IO
N P
L A
N
/0
/2
W F -1
-R -0
INVERT OUT 8" PVC = 1052.152
INVERT OF BOX = 1052.299
TOP = 1058.496
INVERT OUT 12" PVC = 1042.176
INVERT IN 12" PVC = 1044.163
TOP = 1050.25
INVERT OUT 36" RCP = 1009.750
INVERT IN 36" RCP = 1010.150
TOP= 1017.950 SFT
INVERT OUT 18" RCP = 1013.35
INVERT IN 18" RCP = 1013.65
TOP= 1020.95
INVERT OUT 18" RCP = 1019.418
INVERT IN 18" RCP = 1020.018
TOP= 1024.018
INVERT OUT 18" RCP = 1036.25
INVERT IN 18" RCP = 1036.25
TOP= 1040.95
INVERT OUT 18" RCP = 1018.694
INVERT IN 18" RCP = 1018.994
TOP= 1023.794
INVERT OUT 36"RCP = 1013.247
INVERT IN 36"RCP = 1015.247
INVERT IN 24"RCP = 1013.747
TOP= 1022.247
#8
1005.3151005.554 1005.736
1006.607
E
S
A N
T
1007.063
1007.594 1007.993
T 1008.653
1008.924
(NELSON DR)
1009.526 1009.700
1010.213 1010.413
1010.577
1011.1481011.2801011.419
1011.6431011.7171011.8941011.9721012.313
1012.374
1012.4351012.9101012.935
1013.1411013.146
1013.5231013.748
1013.8681013.888 1014.2221014.386
1014.4861014.8121015.357
1015.4541015.641
1015.652
1016.491
ACTIVE BARRIER
1016.682
EE
1017.336
E
E
1017.382
E
1017.504
1017.522
1017.554
1017.634
S
1X1
S
S
(NELSON DR)
10 DBH PINE
12 DBH FIR
10 DBH SPRUCE
12 IN
16 IN
8 IN
20 DBH PINE
15 DBH PINE
12 IN
10 DBH PINE
15 DBH PINE
(NELSON DR)
10 DBH SPRUCE
8 DBH PINE
14 DBH PINE
10 DBH PINE
10 DBH FIR
1050.256
10 DBH SPRUCE
10 DBH PINE
1052.400
10 DBH SPRUCE
8 DBH SPRUCE
14 DBH PINE
10 DBH FIR
10 DBH PINE
10 DBH PINE
14 DBH PINE
10 DBH FIR
12 DBH PINE
E
S
A N
T
T
(NELSON DR)
S
E
E
S
S
(A
IR
A N C
IR
S
S
A N
S
A N
S
IR
A N C
IR
S
N
S
IR
M A
N D
R
S
A N
S
A N
CP
S
A N
CP
S
IR
M A
N D
R
6X4E
F
S
A N
CP
FO
TABLE
CATV
T
TABLE
14 DBH
S
A N
14 DBH
S
A N
CP
TABLE
10 DBH
G
1.5X 2.5E
S
G
CP
TABLE
G
12 DBH
T
S
A N
T
14 DBH
G
12 DBH
CP
15 DBH
EE
E
14 DBH
12 DBH
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
REMOVE EXISTING SIDEWALK
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
O F
C D
.d
N
S G
P B F
Y
O F F
U T
T A
F B
N E
B R
A S
K A
D O
R M
IT
O R
Y
SCALE: 1" = 30'
KEY PLAN
SCALE : 1" = 200'
60'0 30'
A R
E A
C
IV
IL
D M
B
D M
B
W C
D
CD103
D E
M O
L
IT
IO
N P
L A
N
/0
/2
W F -1
-R -0
INVERT OUT 18" RCP = 1036.25
INVERT IN 18" RCP = 1036.25
TOP= 1040.95
INVERT OUT 18" RCP = 1050.125
TOP= 1054.225
10" SEWER LINE THROUGH BOX
INVERT OUT 30" RCP = 1047.615
INVERT IN 18" RCP = 1047.715
INVERT IN 30" RCP = 1049.315
TOP= 1052.815
INVERT OUT 12" PVC = 1049.276
INVERT IN 10" PVC = 1049.276
INVERT IN 10" PVC = 1049.376
INVERT IN 8" PVC = 1056.076
TOP= 1061.476
INVERT OUT 36" RCP = 1046.908
INVERT IN 24" RCP = 1047.658
TOP= 1053.208
INVERT OUT 10" STEEL = 1057.48
INVERT IN 10" STEEL = 1057.88
INVERT IN 10" STEEL = 1057.88
TOP= 1064.08
INVERT OUT 24" RCP = 1059.74
TOP= 1064.24
INVERT OUT 24" RCP = 1056.50
INVERT IN 24" RCP = 1057.75
TOP= 1061.45
INVERT OUT 10" PVC = 1057.787
INVERT IN 10" PVC = 1058.137
TOP= 1066.387
INVERT OUT 24" RCP = 1054.20
INVERT IN 18" RCP = 1061.05
INVERT IN 12" RCP = 1054.80
INVERT IN 24" RCP = 1054.27
TOP= 1064.80
INVERT OUT 24" RCP = 9999.9999
TOP= 9999.9999TOP= 1065.343 SFT
18" UNK
INVERT OUT = 1052.426 SFT
18" UNK
INVERT IN = 1052.421 SFT
INVERT OUT 8" PVC = 1058.908
INVERT IN 10" PVC = 1059.808
INVERT IN 10" PVC = 1059.108
INVERT IN 10" PVC = 1059.308
TOP= 1067.308
INVERT OUT 36" RCP = 1046.76
INVERT IN 36" RCP = 1046.86
TOP= 1053.06
INVERT OUT 36"RCP = 1044.64
INVERT IN 36"RCP = 1044.64
INVERT IN 24"RCP = 1044.54
TOP= 1053.64
INVERT OUT 18" RCP = 1044.17
INVERT IN 18" RCP = 1045.07
TOP= 1050.07
INVERT OUT 12" PVC = 1055.159
TOP = 1059.08
INVERT 18" RCP = 1061.19
TOP= 1065.24
INVERT 10" PVC = 1060.337
TOP= 1069.637
12 DBH PINE
18 DBH PINE
S
12 DBH SPRUCE
CP
(A
IR
A N C
IR
22 DBH PINE
18 DBH SPRUCE
10 DBH FIR
12 DBH FIR
8 DBH
6 IN
8 DBH
18 DBH SPRUCE
18 DBH PINE
12 IN
12 IN
18 DBH SPRUCE
S
15 DBH
9 DBH
CP
12 DBH SPRUCE
SEE PHOTO
12 DBH FIR
20 DBH PINE
S
A N
15 DBH PINE
6" STL OUT
INVERT = 1061.864
18 DBH SPRUCE
6" STL
INVERT = 1062.150
S
12 IN
8 DBH FIR
10 DBH
S
A N
S
IR
A N C
IR
18 DBH
S
N
22 DBH18 DBH
12 IN
(A
IR
M A
N D
R
S
A N
20 DBH
S
A N
6 DBH OAK6 DBH OAK
8 IN
S
A N
6X4E
6 IN
FO
TABLE
CATV
T
TABLE
H
14 DBH
S
A N
TOP= 1069.329
14 DBH
TABLE
10 DBH
1.5X 2.5E
S
G
TABLE
12 DBH
12 DBH
26 DBH
24 DBH
12 DBH OAK
20 DBH
14 DBH
G
12 DBH
15 DBH
Finished Floor El. = 1071.11
Finished Floor El. = 1071.26
16 DBH OAK
E
14 DBH
12 DBH
E
S
A N
T
T
(NELSON DR)
S
E
E
S
S
(A
IR
A N…
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