OF66 - ADVERTISEMENT - PHASE 1 RFP.PDF
PDF 18 MB Posted
- Attached to
- Offutt AFB Security Campus Federal contract opportunity
- Solicitation number
- W9128F21R0054
About this file
This solicitation is for the design and construction of a Security Campus at Offutt Air Force Base. The project includes a Security Operations Center, Indoor Firing Range, Military Working Dog Kennel, and Storage Facility, along with associated site work, utilities, pavements and security fencing. The magnitude of construction costs is between $50-90 million. Responses are due via the ProjNet website. The contractor must commence work within 10 days of receiving the notice to proceed and complete the project within the number of calendar days stated in the solicitation. Performance and payment bonds are required. The soliciting agency is the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F21R0054_PreBidSignIn_R.pdf | ||
| W9128F21R0054 Amendment 0003.pdf | ||
| Interested Vendors List_W9128F21R0054_as of 8Sep2021.pdf | ||
| Am-0002_W9128F21R0054.pdf | ||
| Am-0001_W9128F21R0054.pdf | ||
| NDORF17G.pdf | ||
| Div 00_W9128F21R0054 Offutt Security Campus.pdf | ||
| Phase-1_SPECS_W9128F21R0054_Security-Campus(of66).pdf |
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COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
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METAL FURRINGMTFR
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MACHINE BOLTSMB
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SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
SLEEVESLV
SEALANTSLNT
SKYLIGHTSKLT
STEEL JOIST INSTITUTESJI
SIMILARSIM
SHELVINGSHV
SHEATHINGSHTHG
SHEETSHT
SHOULDERSHLDR
SHEET GLASSSG
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
SECTIONSECT
SURFACE DANGER ZONESDZ
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
SOLID CORESC
SECURITY BARSS.B.
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
ROOMRM
RAILINGRLG
RACKRK
ROOF HATCHRH
RIGHT HANDRH
RELATIVE HUMIDITYRH
ROOFINGRFG
REVISIONREV
RETURNRET
RESILIENTRESIL
REQUIREDREQD
REMOVE(ABLE)REM
REINFORCEREINF
REGLETREG
REGISTERREG
REFRIGERATIONREFR
REFLECTREFL
REFERENCEREF
RECTIFIERRECT
RECREATION ROOMREC ROOM
RECEPTACLERECPT
RIGID INSULATIONRDG INS
ROOF DRAINRD
RECEIVERRCVR
REINFORCED CONCRETE PIPERCP
REMOTE CONTROLRC
RUBBERRBR
RUBBLE STONERBL
RUBBER BASE, RESILIENT BASERB
RETURN AIR REGISTERRAR
RETURN AIR GRILLERA GR
RABBETEDRAB
RETURN AIRRA
RISERR
RANGER
RADIUSR
QUANTITYQTY
QUARTER ROUND1/4 RND
QUARTERQTR
QUARTQT.
QUARRY TILEQT
PASS WINDOWPW
PAVINGPVG
POLYVINYL CHLORIDEPVC
PAVEDPV
PAPER TOWEL RECEPTACLEPTR
PARTITIONPTN
PAPER TOWEL DISPENSERPTD
POST-TENSIONED CONCRETEPT CONC
POINTPT.
PNEUMATIC TUBEPT
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
YARD DRAINYD
YARDYD
TRANSFORMERXFMR
WELDED WIRE REINFORCEMENTWWR
WELDED WIRE MESHWWM
WELDED WIRE FABRICWWF
WALL TO WALLW/W
WIDTHWTH
WEIGHTWT
WAINSCOTWSCT
WASTE STACKW.S.
WATERSTOPWS
WARDROBEWRB
WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
WORK SHOPWKSH
WROUGHT IRONWI
WATT-HOUR METERWHM
WHEEL BUMPERWHB
WATER HEATERWH
WALL HUNGWH
WIRED GLASSWGL
WIDE FLANGEWF
WINDOWWDW
WASTE DISPOSERWDSP
WOOD DOORWD
WOODWD
WOOD-CASED OPENINGWCO
WHEELCHAIRW/C
WATER CLOSETWC
WOOD BLOCKINGWBL
WET BULBWB
WITHW/
WESTW
VINYL WALL COVERINGVWC
VENT THRU ROOFVTR
VOLTAGE TRANSFORMERV.T.
VENT STACKVS
VERMICULITEVRM
VAPOR RETARDERVR
VOLUMEVOL
VENEERVNR
V-JOINT(ED)VJ
VINYL HOMOGENEOUSVH
VERTICAL GRAINVG
VINYL FABRICVF
VESTIBULEVEST
VERTICALVERT
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
L
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A T
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N N
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US Army Corps
U .S
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...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\LEGEND
A H
A
N E
F
IL
E N
A M
DHW
DCW
VENT
ACID WASTE
SANITARY
ACID VENT
ACID
SAN
WF
WH
ACID
RDHW
WALL FAUCET
WALL HYDRANT
RECIRCULATING DOMESTIC HOT WATER
DOMESTIC HOT WATER
DOMESTIC COLD WATER
A-7A-5 A-6 A-7 A-8
A
C D
A
A-
B
A
A-
CLEAN OUT
FLOOR DRAIN
CO
D
CO
ST
ST
RL
RD
RS
CWS
CWR
CR
CHWS
CHWR
GCWS
THERMOSTATT
GCWR
C
FOR ADDITIONAL LEGEND
WALL CLEAN OUT
STORM DRAIN BELOW FLOOR
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
REFRIGERANT STRAINER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
REFRIGERANT SUCTION
REFRIGERANT DISCHARGE (HOT GAS)
REFRIGERANT LIQUID
CHILLED-HOT WATER RETURN
GLYCOL CHILLED WATER RETURN
GLYCOL CHILLED WATER SUPPLY
CHILLED-HOT WATER SUPPLY
THERMOSTATIC EXPANSION VALVE
STORM DRAIN ABOVE FLOOR
SEE TEMPERATURE CONTROL DRAWINGS
SECTION NUMBER
SHEET NUMBER OF DWG.
OF ELEV. ON PLAN
DIRECTION OF SIGHT
ELEV. IS SHOWN
OF ELEV. ON PLAN
DIRECTION OF SIGHT
WHERE ELEV. IS SHOWN *
NOTE: LOCATION OF DWG. WHERE
WHERE SECTION IS SHOWN *
SHEET NUMBER OF DRAWING
WHERE SECTION IS CUT *
SHEET NUMBER OF DRAWING
DRAWING WHERE SECTION IS SHOWN
SECTION IS CUT WILL BE LISTED ONLY ON
ANY ADDITIONAL DRAWINGS WHERE
CUT AND DETAILED ON SAME DRAWING.
* SHEET NUMBERS OMITTED IF SECTION IS
S
N
OA
E
H
P
PB
HUMIDITY SENSOR
PRESSURE SENSOR
EMCS SENSOR
MANUAL OVER-RIDE SWITCH
NIGHT THERMOSTAT
TEMPERATURE SENSOR
AND HATCHED THUSLY.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS
ON THIS SHEET.
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS
THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO
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
HPS
LPC
FW
PC
FEED WATER
PUMPED CONDENSATE
LPS
MPS
MPC
HTWS
HPC
LOW PRESSURE CONDENSATE
MEDIUM PRESSURE CONDENSATE
HIGH PRESSURE CONDENSATE
LOW PRESSURE STEAM
MEDIUM PRESSURE STEAM
HIGH PRESSURE STEAM
HIGH TEMPERATURE WATER SUPPLY
DOOR GRILLE
12 x 12
700 CFM
DG
12 x 6
20 x 12
R
BBD
FOG
BOILER BLOW-DOWN
FUEL OIL GAGE LINE
FOS
FOF
FOR
GASG
FOV
FUEL OIL FILL
F & T TRAP
FUEL OIL RETURN
FUEL OIL SUPPLY
THERMODYNAMIC TRAP
FUEL OIL TANK VENT
HTWR
HWS
HWR
GHWS
GHWR
F FLOAT TRAP
THERMOSTATIC TRAP
BUCKET TRAP
A
VAC
F
FC
F
VACUUM
FIRE LINE
COMPRESSED AIR
FOAM CONCENTRATE
HIGH TEMPERATURE WATER RETURN
HOT WATER HEATING RETURN
HOT WATER HEATING SUPPLY
UNDERSLAB FIRE LINE
FOR AFFF SYSTEMS
GLYCOL HOT WATER HEATING RETURN
GLYCOL HOT WATER HEATING SUPPLY
MODSEC.
VD
OR
FD
AD
SD
AD
AD
AS INDICATED
EARTH
CONCRETE
AS INDICATED
GRAVEL
BRICK
METAL
PLYWOOD
WOOD (FINISH)
WOOD (ROUGH)
AS INDICATED
CRUSHED ROCK
PLASTER
GLASS (ELEVATION)
BLANKET INSULATION
RIGID INSULATION
GYPSUM WALLBOARD
WOOD STUD PARTITION
CONCRETE MASONRY UNITS (PLAN)
CONCRETE MASONRY UNITS (SECTION)
GLASS (LARGE SCALE SECTION)
METAL STUD PARTITION
SUPPLY GRILLE (SG)
FLOW DIRECTION
FLOW DIRECTION
DIRECTION OF FLOW
SPLITTER DAMPER
ACCESS PANEL (AP)
ACCESS DOOR (AD)
FLEXIBLE DUCT
TURNING VANES
SMOKE DAMPER
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING, RECTANGULAR
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING ROUND
CEILING (INDICATE TYPE)
EXHAUST OR RETURN AIR INLET
+ INTEGRAL VOL. CONTROL)
SUPPLY REGISTER (SR) (A GRILLE
GRILLE (NOTE AT FLR. OR CLG.)
RETURN (RG) OR EXHAUST (EG)
VENTILATOR-SUPPLY (SRV)
POWER OR GRAVITY ROOF
UNIT HEATER (VERTICAL)
POINT OF CHANGE IN DUCT CONSTRUCTION
VENTILATOR-EXHAUST (ERV)
POWER OR GRAVITY ROOF
UNIT HEATER (HORIZONTAL)
PARALLEL BLADE DAMPERS
FOR NET FREE AREA
2ND FIGURE, SIDE NOT SHOWN)
DUCT (1ST FIGURE, SIDE SHOWN
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)
ACOUSTICAL LINING DUCT DIMENSIONS
(BY STATIC PRESSURE CLASS)
OPPOSED BLADE DAMPERS
AUTOMATIC DAMPERS MOTOR OPERATED
VOLUME DAMPER MANUAL OPERATION
& RETURN (NO SPLITTER)
STANDARD BRANCH FOR SUPPLY
FLEXIBLE CONNECTION
ON BOTTOM IF APPLICABLE
PLUMBING
REFRIGERATION
TEMPERATURE CONTROLS
STANDARD NORTH ARROWS
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
ARCHITECTURAL SYMBOLS
GENERAL NOTES:
DUCTWORK
MECHANICAL LEGEND
HEATING
MISCELLANEOUS PIPING
ARCHITECTURAL LEGEND
T
GLOBE VALVE
W/TAMPER SWITCH
NEEDLE VALVE
STRAINER
HOSE GATE VALVE
GATE VALVE
M
S
SOLENOID VALVE
RELIEF VALVE
PA
FLOAT VALVE
BALL VALVE
BUTTERFLY VALVE
ANCHOR
WAFER CHECK VALVE
O, S, & Y GATE VALVE
PRESSURE REDUCING VALVE
MOTOR OPERATED VALVE
AUTOMATIC BALANCING VALVE AS INDICATED
CALIBRATED BRONZE BALANCING VALVE OR
PLUG VALVE OR BALANCING COCK
TEMPERATURE REGULATING VALVE
CAP
ELBOW UP
TEE UP
TEE DOWN
ELBOW DOWN
UNION
BLIND FLANGE
FLANGE
EXPANSION JOINT, BELLOWS
EXPANSION JOINT, SLIDING
PIPE INCREASER OR DECREASER
VALVES & FITTINGS
COND CONDENSATE DRAIN LINE
OR SENSOR (AS INDICATED)
OUTDOOR AIR THERMOSTAT
V
FCO FLOOR CLEAN OUT
FIRE DAMPER:
SHOW VERTICAL POS.
SHOW HORIZ. POS.
101 ROOM NUMBER
DOOR NUMBERS
COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)
MATCH LINE
WINDOW TYPES
CENTER LINE
X DIRECTION OF SIGHT OF PHOTOGRAPH
WALL AND PARTITION TYPES
A
A
A 1
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KENNEY GATE
PROJECT AREA
PROJECT AREA
STRATCOM GATE
ENTER THROUGH INSPECTION AREA
ALL CONTRACTOR VEHICLES MUST
AND ID BUILDING
CONTRACTOR BADGING
STAGING AREA
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:10:34 PM 7/20/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\LOCATION PLAN
G -0
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NO SCALE
SCALE: 1" = 600'
SCALE: 1" = 200'
NELSON DR
F O
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BUTLER BLVD
C A P E H
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H A
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VIA THE STRATCOM GATE ON
FROM WEST OF PROEJCT AREA
ACCESS ROUTE MAY BE AVAILABLE
NOTE: ALTERNATE CONTRACTOR
PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE
CUNNINGHAM RD.
CUNNINGHAM ROAD.
VIA TEMPORARY ACCESS FROM
FROM EAST OF PROJECT AREA
CONTRACTOR ACCESS ROUTE
W F
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BUILDING 567
BUILDING 560
BUILDING 523
CAR P
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BUILDING 566
BUILDING 542
BUILDING 563
BUILDING 598
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BUTLER BOULEVARD
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8' CHAIN LINK FENCE
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8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
C A
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8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
8' CHAIN LIN
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6' CHAIN LINK FENCE
LOOKING GLASS AVENUE
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:07:57 AM 7/21/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\BORING LOCATION PLAN
B -1
.d
A H
A
N E
C
A P
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O L A
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F
IL
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U M
B E
R
F
IL
E N
A M
E
100' 200'0
NORTH
PLAN
SCALE: 1" = 100'
A N
S I
D
/1
/2
K
H A
L L
B O
R
IN
G L
O C
A T
IO
N P
L A
N C F
R
IT
Z S
C H
R S
IS
K
R S
IS
K
OF20-07
OF20-08
OF20-09
OF20-10
OF20-11
OF20-12
OF20-13
OF20-14
OF20-15
OF20-16
972.5142767309.087490534.497OF20-16
967.2992767292.858490722.570OF20-15
965.7802766978.839490802.115OF20-14
965.7742766877.957491020.366OF20-13
965.1432766653.143491020.702OF20-12
966.8592766565.753491090.335OF20-11
967.0942766640.979491187.862OF20-10
966.5472766421.092491220.291OF20-09
965.7502766242.506491247.660OF20-08
966.7742766366.135491388.183OF20-07
ELEVATIONEASTINGNORTHINGNAME
BORING INFORMATION
LEGEND
APPROXIMATE BORING LOCATION
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE: MARCH 2020.
TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION SURVEY METHODS. 3)
VERTICAL DATUM OF 1988 (NAVD 88).
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL AMERICAN 2)
NEBRASKA 2600.
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
GENERAL NOTES
W F
R
B-101
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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N
A
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B M
IT
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D B
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D A
T E
C O
N T
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C T N
O
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E C
K E
D B
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D R
A W
N B
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S
U E D
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O O
D R
E C
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U R
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A M
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O F F
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T A
F B
N E
B R
A S
K A
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A H
A D
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T R
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5/13
5/12
CONCRETE, 0.3 ft. thick
ELEV. 967.0 ft.
E 2766366.14
N 491388.18
MAY 12, 2020
OF20-07
ELEV. 966.0 ft.
E 2766242.51
N 491247.66
MAY 13, 2020
OF20-08
ELEV. 966.5 ft.
E 2766421.09
N 491220.29
MAY 7, 2020
OF20-09
5/13
C.I. 5/12
C.I. 5/13 fine grained
POORLY GRADED SAND (SP), brown, medium dense, dry, 1% coarse sand, 3% medium sand, 52% fine sand, 44% fines
SILTY SAND (SM), grayish brown, medium dense, moist, FAT CLAY (CH), dark gray, medium stiff, moist
LEAN CLAY (CL), gray, soft, moist medium dense, wet, 90% fine sand, 10% fines
POORLY GRADED SAND WITH SILT (SP-SM), grayish brown, loose at about 19 ft.
SILTY SAND (SM), gray, loose, wet, 75% fine sand, 25% fines
ASPHALT, 0.4 ft. thick
C.I. 5/13 dense, moist, fine grained
POORLY GRADED SAND WITH SILT (SP-SM), brown, medium
12% fine sand, 87% fines
SILTY CLAY (CL-ML), gray, soft, moist, 1% medium sand, FAT CLAY (CH), grayish brown, soft, moist
SILTY CLAY (CL-ML), grayish brown, soft, moist
71% fine sand, 29% fines
SILTY SAND (SM), grayish brown, loose to medium dense, wet, 5/7
5/7
C.I. 5/7
FILL - LEAN CLAY WITH SAND (CL), brown, moist coarse grained
FILL - WELL GRADED SAND (SW), light brown, moist, fine to
SANDY LEAN CLAY (CL), grayish brown, soft, moist
EOB - 29.5' BELOW GROUND SURFACE
stiff, moist, 4% medium sand, 12% fine sand, 84% fines
LEAN TO FAT CLAY WITH SAND (CL-CH), dark gray, medium
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
5/15
5/7
ELEV. 967.0 ft.
E 2766640.98
N 491187.86
MAY 15, 2020
OF20-10
ELEV. 967.0 ft.
E 2766565.75
N 491090.34
MAY 7, 2020
OF20-11
5/15
C.I. 5/15 moist, fine to coarse grained
FILL - WELL GRADED SAND WITH GRAVEL (SW), light brown, and brick fragments
FILL - LEAN CLAY (CL), grayish brown, moist, trace sand, gravel, LEAN CLAY (CL), grayish brown, soft, moist
FAT CLAY (CH), gray, soft to medium stiff, moist medium dense at about 29 ft.
49% fine sand, 51% fines at about 24 ft.
5/7
5/8
LEAN CLAY WITH SAND (CL), brown, dry
POORLY GRADED SAND (SP), brown, dry, fine grained
SILTY SAND (SM), grayish brown, loose, moist, fine grained
SILTY CLAY (CL-ML), gray, soft, moist, 2% fine sand, 98% fines
LEAN CLAY (CL), grayish brown, stiff, dry to moist, trace sand
8% fine sand, 92% fines at about 14 ft.
medium dense, wet, fine grained
POORLY GRADED SAND WITH SILT (SP-SM), gray, loose to
C.I. 5/7
C.I. 5/8
EOB - 29.5' BELOW GROUND SURFACEEOB - 29.5' BELOW GROUND SURFACE
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
LL
N
% fines
PI
BORING LEGEND
MC
BH20-07
ELEV. 967.0 ft.
5/12
END OF BORING
BORING CAVE-IN DEPTH AND DATE MEASURED
GROUNDWATER TABLE 24 HOURS AFTER DRILLING
DRILLING
GROUNDWATER TABLE IMMEDIATELY AFTER
GROUNDWATER TABLE WHILE DRILLING
THE NO. 200 SIEVE
PERCENT OF SOIL BY DRY WEIGHT PASSING
OUTSIDE DIAMETER SAMPLER 1 FOOT.
DROPPING 30 INCHES TO DRIVE A 2-INCH
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
STANDARD PENETRATION BLOW COUNT.
PLASTICITY INDEX
LIQUID LIMIT
CUBIC FOOT
DRY DENSITY (UNIT WEIGHT) IN POUNDS PER
NATURAL MOISTURE CONTENT IN PERCENT
POUNDS PER SQUARE FOOT
UNCONFINED COMPRESSIVE STRENGTH IN
NEAREST HALF FOOT (NAVD88)
TOP OF BORING ELEVATION ROUNDED TO
US SURVEY FEET, ZONE 2600, NEBRASKA
UNITED STATES STATE PLANE COORDINATES.
DATE BORING COMPLETED
BORING NUMBER
UCS
DD
EOB
E 2766366.14
N 491388.18
5/12
5/13
C.I. 5/12
MAY 12, 2020
DATUM: NAVD88, NAD83
COORDINATE SYSTEM: NEBRASKA STATE PLANE (2600) 4.
FOR SOIL BORING LOCATIONS, SEE SHEET B-101.3.
GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
DIFFERENT SEASONS OF THE YEAR OR FROM YEAR TO YEAR DEPENDING
THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT
THE SOILS WHICH WERE ENOUNTERED AT THAT LOCATION; HOWEVER,
AT THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF
AT THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED
THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED2.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR
ARE FIELD DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE
FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.,
THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF 1.
BORING NOTES
EOB - 29.5' BELOW TOP OF PAVEMENT
EOB - 29.5' BELOW TOP OF PAVEMENT
9% coarse sand, 20% medium sand, 45% fine sand, 23% fines
SILTY SAND (SM), grayish brown, loose, moist, 3% gravel, sand, 44% fine sand, 54% fines
SANDY SILT (ML), dark gray, stiff, moist to wet, 2% medium
19% fine sand, 81% fines
LEAN CLAY WITH SAND (CL), grayish brown, soft, moist, 13% fine sand, 87% fines
LEAN CLAY WITH SAND (CL), dark gray, medium stiff, wet, loose, wet, fine grained
POORLY GRADED SAND WITH SILT (SP-SM), grayish brown, medium dense, wet, fine grained
POORLY GRADED SAND WITH SILT (SP-SM), grayish brown, fine to medium grained
POORLY GRADED SAND (SP), brown, medium dense, moist, SILTY SAND (SM), gray, loose, moist, fine grained
SILTY SAND (SM), gray, loose, wet, fine grained
LEAN CLAY (CL), dark gray to gray, medium stiff, moist, trace sand
N
DEPTH (FT)
0.0
MCUCS DD LL PI
53 30
N
DEPTH (FT)
0.0
26%
33%
29.5
MCUCS DD LL PI
55 29
31%
30%
33%
32% 86 pcf
37%
DEPTH (FT)
0.0
29.5
LL PI
48 29
8%
19%
1,590 psf
45 24
SP
3.8
5.5
SM
8.0
CH
13.0
CL
23.0
SP-SM
SM
29.5
240%
35%
30%
32%
41%
33% 92 pcf
33%
35%
15%
870 psf 34 12
SP-SM
3.0
3.8
CL-ML
CH
5.5
CL-ML
8.5
NMCUCS DD
1027%
34%
36%
34%
44%
30%
36%
SM
SM
0.9 1.2
14%
1.6 14%
34% 83 pcf1,240 psf
37 13
8.0
FILL
CL
5.5
3.0
ML
CL-CH
13.0
CL
SP-SM
23.0
28.0
CL
SP-SM
DEPTH (FT)
0.0
29.5
LL PI
DEPTH (FT)
0.0
29.5
LL PI
36 11
NMCUCS DD
40%
35%
37%
38%
86 pcf
25%
14%
NMCUCS DD
823%
31%
32%
30%
31%
35% 81 pcf
3%
17%
30%
29%
1,430 psf
FILL
1.0
FILL
30 11
70 39
3.0
5.5
SP
SM
6.2
8.0
CL
CH
18.0
SM
11%
18% 6%
26% 1,020 psf
32%
87 pcf890 psf 33 9
CL
0.8
SP
1.6
CL
3.0
SM
5.5
CL
8.8
18.0
CL-ML
0.3
0.4
4%
SP-SM
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:03:15 AM 7/21/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS SHEET 1 OF 2
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G L
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W F
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B-301
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D B
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D A
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C O
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C H
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D B
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D R
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U E D
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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E E
O O
D R
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U R
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Y C
A M
P U
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5/6
5/14
5/18
ELEV. 965.0 ft.
E 2766653.14
N 491020.70
MAY 6, 2020
OF20-12
ELEV. 966.0 ft.
E 2766877.96
N 491020.37
MAY 14, 2020
OF20-13
ELEV. 966.0 ft.
E 2766978.84
N 490802.12
MAY 18, 2020
OF20-14
5/6
5/7
C.I. 5/6
C.I. 5/7
4% fine sand, 95% fines
LEAN CLAY (CL), grayish brown, very stiff, moist, 1% medium sand, POORLY GRADED SAND (SP), brown, loose, moist, fine grained
FAT CLAY (CH), dark gray, soft to medium stiff, moist
SILTY CLAY (CL-ML), grayish brown, soft, wet
SILTY SAND (SM), gray, loose, wet, fine grained
LEAN CLAY (CL), gray, very soft, wet, 13% fine sand, 87% fines
SILTY SAND (SM), gray, loose, wet, fine grained
97% fines
LEAN CLAY (CL), grayish brown, soft, moist, 3% fine sand, FILL - LEAN CLAY WITH SAND (CL), brown, moist, trace gravel medium grained, trace gravel
FILL - POORLY GRADED SAND (SP), brown, dry to moist, fine to
FAT CLAY (CH), gray, soft, moist
SILTY SAND (SM), grayish brown, loose, moist, fine grained wet below about 13 ft.
SILT (ML), gray, soft, wet, 8% fine sand, 92% fines
86% fines
LEAN CLAY (CL), gray, soft, wet, 1% medium sand, 13% fine sand, EOB - 29.5' BELOW GROUND SURFACE
EOB - 28.0' BELOW GROUND SURFACE
EOB - 29.5' BELOW GROUND SURFACE
49% fine sand, 45% fines
CLAYEY SAND (SC), grayish brown, loose, dry, 6% medium sand, 5/18
5/19
C.I. 5/18
C.I. 5/19 sand, 6% medium sand, 71% fine sand, 22% fines
SILTY SAND (SM), grayish brown, loose, dry to moist, 1% coarse
LEAN CLAY (CL), dark gray, medium stiff to stiff, moist, trace sand
SILTY CLAY (CL-ML), gray, soft, moist to wet, trace sand
84% fines
SILT WITH SAND (ML), gray, very soft, wet, 16% fine sand, SILTY CLAY (CL-ML), gray, soft, wet, 5% fine sand, 95% fines
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
5/12
5/11
ELEV. 967.5 ft.
E 2767292.86
N 490722.57
MAY 12, 2020
OF20-15
ELEV. 972.5 ft.
E 2767309.09
N 490534.50
MAY 11, 2020
OF20-16
LEAN CLAY WITH SAND (CL), brown, dry
EOB - 29.5' BELOW GROUND SURFACE
5/13
C.I. 5/12
C.I. 5/13
POORLY GRADED SAND (SP), brown, loose, dry
FAT CLAY (CH), gray, medium stiff, moist grained
SILTY SAND (SM), brown, medium dense, wet, fine to medium
SILT (ML), gray, soft, moist to wet, 3% fine sand, 97% fines dense, wet, 1% medium sand, 86% fine sand, 13% fines
POORLY GRADED SAND WITH SILT (SP-SM), gray, medium
5/12
C.I. 5/11
C.I. 5/12
EOB - 29.5' BELOW GROUND SURFACE
32% fine sand, 58% fines
SANDY LEAN CLAY (CL), gray, very stiff, moist, 10% medium sand, FAT CLAY (CH), dark gray, medium stiff, moist
SILTY CLAY (CL-ML), gray, soft, moist to wet
SILT (ML), gray, soft, wet, 7% fine sand, 93% fines 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
LL
N
% fines
PI
BORING LEGEND
MC
BH20-07
ELEV. 967.0 ft.
5/12
END OF BORING
BORING CAVE-IN DEPTH AND DATE MEASURED
GROUNDWATER TABLE 24 HOURS AFTER DRILLING
DRILLING
GROUNDWATER TABLE IMMEDIATELY AFTER
GROUNDWATER TABLE WHILE DRILLING
THE NO. 200 SIEVE
PERCENT OF SOIL BY DRY WEIGHT PASSING
OUTSIDE DIAMETER SAMPLER 1 FOOT.
DROPPING 30 INCHES TO DRIVE A 2-INCH
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
STANDARD PENETRATION BLOW COUNT.
PLASTICITY INDEX
LIQUID LIMIT
CUBIC FOOT
DRY DENSITY (UNIT WEIGHT) IN POUNDS PER
NATURAL MOISTURE CONTENT IN PERCENT
POUNDS PER SQUARE FOOT
UNCONFINED COMPRESSIVE STRENGTH IN
NEAREST HALF FOOT (NAVD88)
TOP OF BORING ELEVATION ROUNDED TO
US SURVEY FEET, ZONE 2600, NEBRASKA
UNITED STATES STATE PLANE COORDINATES.
DATE BORING COMPLETED
BORING NUMBER
UCS
DD
EOB
E 2766366.14
N 491388.18
5/12
5/13
C.I. 5/12
MAY 12, 2020
DATUM: NAVD88, NAD83
COORDINATE SYSTEM: NEBRASKA STATE PLANE (2600) 4.
FOR SOIL BORING LOCATIONS, SEE SHEET B-101.3.
GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
DIFFERENT SEASONS OF THE YEAR OR FROM YEAR TO YEAR DEPENDING
THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT
THE SOILS WHICH WERE ENOUNTERED AT THAT LOCATION; HOWEVER,
AT THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF
AT THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED
THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED2.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR
ARE FIELD DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE
FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.,
THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF 1.
BORING NOTES
FAT CLAY (CH), gray, medium stiff, moist
SILTY SAND (SM), gray, medium dense to dense, wet, fine grained loose at about 6.5 ft.
LEAN CLAY (CL), light grayish brown, stiff, dry, trace sand soft at about 6 ft.
SILTY SAND (SM), gray, very dense, wet, fine grained
DEPTH (FT)
0.0
29.5
LL PI
40 15
DEPTH (FT)
0.0
28.0
LL PI
58 34
DEPTH (FT)
0.0
29.5
LL PI
21 5
NMCUCS DD
11%
40%
35%
35%
41%
36% 84 pcf
32%
22%
16%
NMCUCS DD
557%
45%
39%
43%
38%
39%
NMCUCS DD
28%
30%
35%
37%
31%
36% 82 pcf
27%
10%
CL
23%2,130 psf 102 pcf
29% 40 18
1,600 psf
57 31
1,050 psf 86 pcf
33 10WOH
3.3
SP
3.9
5.5
CL
CH
13.0
18.0
CL-ML
23.0
SM
28.0
CL
SM
11%
4%
31%
34 16
0.9
FILL
FILL
3.0
SM
4.1
CH
18.0
23.0
ML
CL
1.1
15% SC
30%
1,060 psf 77 56
3.8
5.5
SM
CL
8.0
CH
13.0
CL-ML
ML
18.0
CL-ML
23.0
SM
DEPTH (FT)
0.0
29.5
LL PI
34 9
SM
DEPTH (FT)
0.0
29.5
LL PI
37 16
CL
NMCUCS DD
1023%
38%
34%
40%
32%
37%
85 pcf
26%
3820 psf
NMCUCS DD
821%
24%
38%
39%
38%
25% 95 pcf
29%
21%
610 psf0.8
CL
3.0
SP
12%
4%
8.0
13.0
CH
23.0
ML
SP-SM
22%3,000 psf 101 pcf
82 pcf
41 18
2,120 psf
8.0
13.0
CL
18.0
CH
23.0
CL-ML
28.0
ML
SM
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:05:21 AM 7/21/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS SHEET 2 OF 2
B -3
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M .9
5/8" REABR WITH ALUMINUM CAP
ELEVATION = 965.030
EASTING = 2767966.151
NORTHING = 49073
9.313
IH 20-21 A
BUTLER BOULEVARD
BUTLER BOULEVARD
" R
CP
SE
2.
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M .9
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PB
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BUTLER BOULEVARD
N
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H T
W A
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H A
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T
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S
6"
4"
"8"
8"
" 15
S
2"
" 26
8"
3"
4"
2"
3"
6"
8"
2"
2"
3"
3"
SS
C
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L
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K F
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C
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L
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K F
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6' CHAIN LINK FENCE
970970
975975
980980
980 980
C B
C B
C B
C B
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
V F .d
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100' 200'0
NORTH
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SCALE: 1" = 100'
A N
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ALL CHAIN LINK FENCES HAVE BARBED WIRE ON TOP.8)
MANHOLES THAT DO NOT HAVE INVERT INFORMATION ARE FULL OF WATER.7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)
COMBINED GRID FACTOR IS: 0.999640509.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE: MARCH 2020.
TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION SURVEY METHODS. 3)
VERTICAL DATUM OF 1988 (NAVD 88).
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL AMERICAN 2)
NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 16-03 A.
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
972.5142767309.087490534.497OF20-16
967.2992767292.858490722.570OF20-15
965.7802766978.839490802.115OF20-14
MOVED DUE TO HESCO WALL965.7742766877.957491020.366OF20-13
MOVED DUE TO HESCO WALL965.1432766653.143491020.702OF20-12
966.8592766565.753491090.335OF20-11
MOVED DUE TO CONGESTION967.0942766640.979491187.862OF20-10
966.5472766421.092491220.291OF20-09
MOVED DUE TO K-RAIL STORAGE965.7502766242.506491247.660OF20-08
966.7742766366.135491388.183OF20-07
NOTEELEVATIONEASTINGNORTHINGNAME
BORE HOLE TABLE
5/8" REBAR W/ALUMINUM CAP 965.0182767966.151490739.313IH 20-21 A
5/8" REBAR W/ALUMINUM CAP1070.8072764015.332500833.671IH 16-03 A
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA
101 102
/1
/2
D
B
IR
K B
Y
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
5/8" REABR WITH ALUMINUM CAP
ELEVATION = 965.030
EASTING = 2767966.151
NORTHING = 490739.313
IH 20-21 A
W F
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SHEET ID
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US Army Corps
U .S
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M .9
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9.
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M .9
W
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6"
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C B
C B
KEY PLAN SCALE: 1" = 300'
102101
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SCALE: 1" = 30'
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OF THE DEMO AND SITE PREP PROJECT (BY OTHERS).
FOOTPRINT REPRESENT THE ANTICIPATED END STATE AT THE COMPLETION
NOTE: EXISTING CONDITIONS SHOWN IN THE SECURITY CAMPUS PROJECT
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102101
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C
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W F
R
OF THE DEMO AND SITE PREP PROJECT (BY OTHERS).
FOOTPRINT REPRESENT THE ANTICIPATED END STATE AT THE COMPLETION
NOTE: EXISTING CONDITIONS SHOWN IN THE SECURITY CAMPUS PROJECT
" R
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SW
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M .2
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6' CHAIN LINK FENCE
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102101
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:22:58 PM 7/20/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\OF66CD101
C D
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SCALE: 1" = 30'
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D E
M O
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IT
IO
N P
L A
N
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S I
D
S H
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T O
F
/1
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D
B
IR
K B
Y
C
D A
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N P
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C
D A
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N P
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W F
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CD101
RO
UND
VALVE
LF
4-
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AND
ABO
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TO
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W
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965965
BUTLER BOULEVARD
BUTLER BOULEVARD
BUTLER BOULEVARD
4' T
ALL8"
D
IA
M
ETE
R
970970
975975
980 980
E
CO
CP
C
CP
C
T
C B
C B
REMOVE CURB
REMOVE CURB
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
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IO
N
A
M A
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IZ
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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IS
S
U E D
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O O
D R
E C
O V
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Y S
E C
U R
IT
Y C
A M
P U
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O F F
U T
T A
F B
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
KEY PLAN SCALE: 1" = 300'
102101
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:28:51 PM 7/20/2021
...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\OF66CD102
C D
.d
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
30' 60'0
NORTH
PLAN
SCALE: 1" = 30'
C
D A
V E
N P
O R
T
D E
M O
L
IT
IO
N P
L A
N
CD102
A N
S I
D
S H
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T O
F
/1
/2
D
B
IR
K B
Y
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
W F
R
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O O
D R
E C
O V
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Y S
E C
U R
IT
Y C
A M
P U
S
O F F
U T
T A
F B
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
CO
CP
BUTLER BOULEVARD
BUTLER BOULEVARD
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
E 2,766,557.71
C S .d
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
100' 200'0
NORTH
PLAN
SCALE: 1" = 100'
O V
E R
A L L S
IT
E P
L A
N
A N
S I
D
C
D A
V E
N P
O R
T
101 102
/1
/2
SECURITY POLICE KENNEL: 10 + 1 ACCESSIBLE
SMALL ARMS RANGE/CATM: 74 + 4 ACCESSIBLE
SECURITY OPS CONTROL CENTER: 264 + 7 ACCESSIBLE (2 VAN)
PARKING TABULATION
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
D
B
IR
K B
Y
BUTLER BOULEVARD
TRAINING AREA CANOPY
SECURITY OPERATIONS CONTROL CENTER
INDOOR FIRING RANGE
WAREHOUSE
MOBILITY
STORAGE/
DOG KENNEL
WORKING
MILITARY
STORAGE
MWD KENNEL
MAGAZINE
TRAINING AID
K9 EXPLOSIVE
W F
R
CS100
CP
SW
.2
RI
M .2
RECO
VERY
SYSTE
M
G
RO
UND
W
ATE
R
RECO
VERY
SYSTE
M
G
RO
UND
W
ATE
R
O F2
0-
O F2
0-
O F2
0-
O F2
0-
" R
CP
NW
.9
" R
CP
SW
.9
RI
M .9
" R
CP
NE
0.
" R
CP
SW
.0
" R
CP
SE
9.
" R
CP
NW
.0
RI
M .7
" R
CP
NE
1.
" R
CP
SW
.3
8" H
DPE
SE
1.
RI
M .7
O F2
0-
O F2
0-
" R
CP
NE
1.
RI
M .9
W
6"
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
D
CC
CI
S
C B
C B
(FF&E ITEM, SEE SPEC SECTION 01 82 00)
EXPLOSIVE STORAGE VAULT
ENCLOSURE
DUMPSTER
W/ INTEGRAL CURB
CONCRETE PAVEMENT
ENTRY PLAZA
25.5'
25.5'
26'
.5
9'
26.5'
.7
152.5'
24.5'
28'
49'
.5
401'
6'
8'
26'
10'
8'
8'8'
35'
.5
GATE
PERSONNEL
GATE
PERSONNEL
GATE
PERSONNEL
GATE
PERSONNEL
WIRE/ONE OUTRIGGER
W/ 3-STRAND BARBED
7' CHAIN-LINK FENCE
150'
.7
48.7'
.8
.9
33' AT/FP STANDOFF
33' AT/FP STANDOFF
4'
& GUTTER
W/ CONCRETE CURB
ASPHALT PAVEMENT
& GUTTER
W/ CONCRETE CURB
ASPHALT PAVEMENT
(APPROX. SIZE: 8' X 350')
CMU RETAINING WALL
(APPROX. SIZE: 8' X 185')
CMU RETAINING WALL
OPERATOR
GATE W/
SLIDING
W-BEAM GUARDRAIL
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O O
D R
E C
O V
E R
Y S
E C
U R
IT
Y C
A M
P U
S
O F F
U T
T A
F B
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
FFE = 975.00'
DOG KENNEL
MILITARY WORKING
STORAGE
KENNEL
MWD
TRAINING AREA CANOPY
FFE = 975.00'
SECURITY OPERATIONS CONTROL CENTER
FFE = 975.00'
WAREHOUSE
STORAGE/MOBILITY
29.5'
R
.5
R
.5
R
4.5'
R 14 .5
R
.5
R
.5
R
.5
R
4.5'
R
.5
R
4.
5'
R 4.
5'
R14.5'
R
.5
R
1.5'
R
1.5'
R
1.
5'
R
4.
5'
R
14.5'
R
4.
5'
R
.5
R1.5
R
N 491,208.49
E 2,766,695.51
N 491,087.83
E 2,766,608.46
N 491,113.77
E 2,766,569.26
N 491,241.05
E 2,766,646.31
N 491,039.60
E 2,766,829.75
N 490,889.12
E 2,767,057.54
N 490,963.12
E 2,766,779.23
N 490,775.37
E 2,766,982.39 N 490,883.40
E 2,766,818.85
N 491,132.34
E 2,766,523.28
N 491,069.73
E 2,766,481.99
N 490,987.60
E 2,766,606.55
N 491,050.21
E 2,766,647.83
N 491,013.88
E 2,766,702.93
N 490,951.27
E 2,766,661.65
N 491,139.80 E 2,766,673.96
N 491,109.54
E 2,766,688.34
E 2,766,557.71
KEY PLAN SCALE: 1" = 300'
102101
LEGENDGENERAL NOTES
OTHERWISE INDICATED. SEE UTILTIY DRAWINGS FOR UTILITY IMPROVEMENTS.
UTILTIY IMPROVEMENTS ARE NOT SHOWN ON THE SITE PLAN UNLESS4.
CONTRACTOR'S DESIGNER OF RECORD.
AND STORM DRAINAGE UTILITIES WILL BE THE RESPONSIBILITY OF THE
ONLY PROPOSED SITE FEATURES ARE SHOWN. PROPOSED GRADING 3.
REQUIREMENTS.
SEE SPECIFICATION SECTION 01 89 00 FOR SITE-SPECIFIC TECHNICAL 2.
SURFACED.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF NOT OTHERWISE 1.
W/ INTEGRAL CURB AND GUTTER
CONCRETE PAVEMENT
(NO CURB & GUTTER)
ASPHALT PAVEMENT
W/ CONCRETE CURB & GUTTTER
ASPHALT PAVEMENT
ARTIFICIAL TURF
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...\OF\OF66\40000 Design Products\CAD_BIM\_Sheets\OF66CS101
C S .d
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
30' 60'0
NORTH
PLAN
C
D A
V E
N P
O R
T
S
IT
E P
L A
N
CS101
A N
S I
D
SCALE: 1" = 30'
S H
E E
T O
F
/1
/2
D
B
IR
K B
Y
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
W F
R
UND
VALVE
LF
4-
PW
AND
ABO
VE
LI
NE
TO
L F4 -P
W
RECO
VERY
SYSTE
M
G
RO
UND
W
ATE
R
O F2
0-
O F2
0-
965965
BUTLER BOULEVARD
BUTLER BOULEVARD
4' T
ALL8"
D
IA
M
ETE
R
970970
975975
980 980
E
CO
CP
C
CP
C
T
C B
C B
ENCLOSURE
DUMPSTER
W/ INTEGRAL CURB
CONCRETE PAVEMENT
25'
29'
25'
11'
26.5'
271'
401'
26'
8' 10'
GATE
13' SWING
15' SWING GATE
WIRE/ONE OUTRIGGER
W/ 3-STRAND BARBED
7' CHAIN-LINK FENCE
33' AT/FP STANDOFF
& GUTTER
W/ CONCRETE CURB
ASPHALT PAVEMENT
& GUTTER
W/ CONCRETE CURB
ASPHALT PAVEMENT
ASPHALT PAVEMENT
W/ INTEGRAL CURB
CONCRETE PAVEMENT
(APPROX. SIZE: 6' X 80')
CMU RETAINING WALL
WIRE/ONE OUTRIGGER
W/ 3-STRAND BARBED
7' CHAIN-LINK FENCE
W-BEAM GUARDRAIL
ALIGNMENT
FOR SDZ FENCE
SEE SHEET CS200
G
RO
UND
VALVE
LF
4-
PW
AND
ABO
VE
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O O
D R
E C
O V
E R
Y S
E C
U R
IT
Y C
A M
P U
S
O F F
U T
T A
F B
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
LANES
MACHUNE GUN FFE = 975.00'
INDOOR FIRING RANGE
.5
R
.5
R
.5
R
.5
R
14.5'
R
.5
R
.5
R
14.5'
R
4.
5'
R
4.
5'
R
.5
R
.5
R
4.5'
R
.5
R
4.5'
R
.5
R
30'
R
R
14.5'
R
4.
5'
R
.5
R
.5
R
.5
R
5'
R
4.5'
R
N 490,729.39
E 2,767,338.27
N 490,542.35
E 2,767,213.35
N 490,458.50
E 2,767,340.52
N 490,615.39
E 2,767,500.27
N 490,449.76
E 2,767,596.59
N 490,270.60
E 2,767,478.45
KEY PLAN SCALE: 1" = 300'
102101
LEGENDGENERAL NOTES
1. ALL DISTURBED AREAS SHALL BE SEEDED AND…
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