GFND00101 - ADVERTISEMENT.PDF
PDF 16 MB Posted
- Attached to
- Aircraft Maintenance Facility Bldg. 649 Federal contract opportunity
- Solicitation number
- W9128F24R0013
About this file
This advertisement solicits proposals for an aircraft maintenance facility building project. The Department of the Army Corps of Engineers Engineering District Omaha is seeking proposals for construction of a new Building 649 at an estimated cost between $25-100 million. Interested parties must register in the System for Award Management and ensure representations and certifications are updated annually. The solicitation will close on December 1, 2023 for Phase 1 and is unrestricted. The solicitation and any amendments will be posted on SAM.gov. Questions must be submitted through Bidder Inquiry on ProjNet.
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OMAHA DISTRICT
GRAND FORKS AFB, NORTH DAKOTA
DISASTER RESILIENCY PROGRAM
BUILDING 649
W9128F24R0013
12/11/2023
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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Omaha District of Engineers
US Army Corps
SUBMITTED BY:
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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
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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
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CONTRACTORCONTR
CONTINUE CONT
CONSTRUCTIONCONSTR
CONNECTCONN
CONCRETECONC
COMPARTMENTCOMPT
COMBUSTIONCOMB
COMMONCOM
COLUMNCOL
CARBON DIOXIDECO2
CLEANOUTCO
COUNTERCNTR
CORNERCNR
CONDUCTIVE NEOPRENE LATEXCNL
CONDUITCND
CONCRETE MASONRY UNITCMU
COMPOSITECMPST
CORRUGATED METAL PIPECMP
CENTIMETER(S)cm
CLEAR WIRED GLASSCLWG
CLEAR(ANCE)CLR
CLOSURECLOS
CLOSETCLO
CONTRACT LIMIT LINECLL
CLEAR GLASSCLGL
CEILING HEIGHTCLG HT
CEILINGCLG
CENTER LINECL
CIRCUIT BREAKERCKT BRKR
CIRCUITCKT
CONSTRUCTION JOINTCJ
CONTROL JOINTCJ
CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
CAST IRONCI
CHROME PLATEDCHR PL
CHECKCHK
CHIMNEYCHIM
CHAMFERCHFR
CHALKBOARDCH BD
CORNER GUARDCG
CUBIC FEET PER MINUTECFM
COUNTERFLASHINGCFLG
CONDUCTIVE FLOORINGCFI
CERAMICCER
CEMENT PLASTERCEM PLAS
CEMENTCEM
COVER ELEVATIONCE
CLOSED CIRCUIT TELEVISIONCCTV
CUBICLE CURTAIN TRACKCCT
CATCH BASINCB
CAPACITYCAP
CABINETCAB
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
BRACINGBRCG
BACK PLASTER(ED)BP
BOTTOMBOT
BOTTOM OFBO
BENCHMARKBM
BELOWBLW
BUILDINGBLDG
BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
BOARDBD
BOOKCASEBC
BULLETIN BOARDBB
ACOUSTICAL WALL TREATMENTAWT
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
AUTOMATICAUTO
ACOUSTICAL TILE CEILINGATC
ASPHALTASPH
ABOVE SUSPENDED CEILINGASC
ASBESTOSASB
AMERICAN REFRIGERATION INSTITUTEARI
ARCHITECTARCH
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ANODIZEANOD
AMPEREAMP
AMBIENTAMB
ALUMINUMALUM
ALTERNATEALT
ACTIVE LEAFA.L.
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
AMPERE INTERRUPTING CAPACITYAIC
AREA INLETAI
AIR HANDLING UNITAHU
ANCHOR AHR
AGGREGATEAGGR
ABOVE FINISHED FLOORAFF
AUTOMATIC DOOR OPERATORADO
ADJACENT, ADJOINING, ADJUSTABLEADJ
ADHESIVEADH
ADDENDUMADDM
ACOUSTICAL CEILING TILEACT
ACOUSTICACST
ALUMINUM CABLE STEEL REINFORCEDACSR
ACCESS PANELACS PNL
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ACRYLIC PLASTICACR
AMERICAN CONCRETE INSTITUTEACI
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AIR CONDITIONING UNITA/C UNIT
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FLAT HEAD MACHINE SCREWFHMS
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FLAT HEADFH
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FIBERGLASSFGL
FACTORY FINISHFF
FIRE EXTINGUISHER CABINETFEC
FIRE EXTINGUISHER BRACKETFEB
FIRE EXTINGUISHERFE
FOUNDATIONFDTN
FIRE DAMPERFDMPR
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FAN COIL UNITFCU
FLOOR CLEANOUTFCO
FLOOR CONSTRUCTION JOINTFCJ
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FACE BRICKFC BRK
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FIRE BRICKF BRK
FRESH AIR INTAKEFAI
FIRE APPARATUS CLOSETFAC
FRESH AIRFA
FIRE ALARMFA
FAHRENHEITF
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EXISTINGEXST
EXHAUST AIREXH A
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ENTERING WATER TEMPERATUREEWT
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ESCALATORESCAL
EQUIPMENTEQUIP
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ENTRANCE, ENTERINGENTR
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EXPANSION JOINTEJ
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DUMBWAITERDWTR
DRAWERDWR
DOWELSDWLS
DRAWINGDWG
DOVETAIL DVTL
DRAIN TILEDT
DOWNSPOUTDS
DOUBLE STRENGTH (GLASS)DS
DOOR CLOSERDR CL
DRAINBOARDDRB
DRAINDR
DOORDR
DOWNDN
DEMOUNTABLEDMT
DAMPERDMPR
DAMPPROOFINGDMPF
DEAD LOADDL
DIVISIONDIV
DISTRIBUTION PANELDISTR PNL
DISPENSERDISP
DISCONNECTDISC
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA
DUCT HEATERDH
DOUBLE HUNGDH
DRINKING FOUNTAINDF
DETAILDET
DEPARTMENTDEPT
DEPRESSIONDEPR
DEMOLITIONDEMO
DEGREEDEG
DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
DOUBLE ACTING DOORDBL ACT DR
DOUBLEDBL
DRY BULBDB
DATUMDAT
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CYLINDERCYL
COLD WATERCW
CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH
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CUBIC YARDSCU YD
CABINET UNIT HEATERCUH
CUBIC FEETCU FT
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CENTER TO CENTERC TO C
CURRENT TRANSFORMERCT
CERAMIC TILECT
CASEMENTCSMT
COUNTERSUNKCSK
CAST STONECS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
COVERCOV
CORRIDORCORR
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
LADDERLAD
LABORATORYLAB
KEYWAYKWY
KILOWATTkW
KILOVOLT AMPERES REACTIVEkVAR
KILOVOLT AMPERESkVA
KILOVOLTSkV
KILOMETERkm
KICKPLATEKPL
KNOCKOUT PANELKOP
KITCHENKIT
KILOPOUND (1000 POUNDS)KIP
JOINTJT
JOISTJST
JUNCTIONJCT
JUNCTION BOXJ-BOX
JANITOR’S CLOSETJAN CLO
INSIDE PIPE SIZEI.P.S.
IRON PIPE SIZEIPS
IRON PIPEIP
INVERTINV
INTERMEDIATEINTM
INTERIORINT
INSULATIONINSUL
INSULATING FILLINSF
INCLUDEDINCL
INCINERATORINCIN
INCHIN
INTERLOCKILK
ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA
INSIDE DIAMETERID
INTERCOMIC
HERTZHz
HYDRAULICHYDR
HEATING, VENTILATING AND AIR CONDITIONINGHVAC
HEATERHTR
HEATINGHTG
HEIGHTHT
HOUSEKEEPINGHSKPG
HIGH-STRENGTH GYPSUM PLASTERHSGYP
HIGH STRENGTHHS
HOURHR
HIGH POINTHPT
HORSEPOWERHP
HIGH PRESSUREHP
HORIZONTALHORIZ
HANDRAILHNDRL
HOLLOW METALHM
HOOK(S)HK
HANDHOLEHH
HEXAGONHEX
HIGH EARLY-STRENGTH CEMENTHES
HARDWOODHDWD
HARDWAREHDW
HEADERHDR
HEAD JOINTHD JT
HARDBOARDHDBD
HEAVY DUTYHD
HEADHD
HANDICAPPEDHCP
HALON CONTAINMENT DAMPERHCD
HOLLOW COREHC
HOSE BIBBHB
GYPSUM PLASTERGYP PLAS
GYPSUM BOARDGYP BD
GYPSUMGYP
GLAZED WALL TILEGWT
GROUTGT
GLAZED STRUCTURAL UNITSGSU
GLAZED STRUCTURAL TILEGST
GRATINGGRTG
GRADE LINEGR LN
GRANITEGRAN
GYPSUM TILEGPT
GALLONS PER MINUTEGPM
GOVERNMENTGOVT
GROUNDG
GLAZED CONCRETE MASONRY UNITSGLZ CMU
GLAZINGGLZ
GLASS FIBERGLF
GLASS BLOCKGL BLK
GLASSGL
GASKET(ED)GKT
GALVANIZED IRON PIPEGIP
GALVANIZED IRONGI
GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
GOVERNMENT-FURNISHED EQUIPMENTGFE
GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FACEGF
GENERALGEN
GENERAL CONTRACTORGC
GRAB BARGB
GALVANIZED STEELGALV STL
GALVANIZEDGALV
GALLON(S)GAL
GAGEGA
NATURAL GASG
FABRIC WALL COVERINGFWC
FIRE WATERFW
FUTUREFUT
FURRINGFURG
FOOTINGFTG
FEETFT
FASTEN(ER)FSTNR
FULL SIZEFS
FIRE-RETARDANTFRT
FRAMINGFRMG
FORGEDFRG
FRAMEFR
FIRE RESISTANT FR
FEET PER MINUTEFPM
FIREPROOFFP
FIRE PARTITIONFP
FACE OF STUDFOS
FACE OF MASONRYFOM
FACE OF FINISHFOF
FACE OF CONCRETEFOC
FENCEFN
FLUORESCENTFLUOR
FLOOR PLATEFLR PL
FLOORINGFLG
FLEXIBLEFLEX
PERFORATE(D)PERF
PEDESTALPED
PAVEMENT DRAINPD
CEMENT PLASTER (PORTLAND)PCP
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
PIECEPC
PUSH BUTTON STATIONPBS
PARTICLE BOARDPBD
PANIC BARPB
PARALLELPAR
PUBLIC ADDRESSPA
POLEP
OBSCURE WIRED GLASSOWGL
OUTSIDE SCREW AND YOKEOS & Y
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OPAQUEOPQ
OPPOSITEOPP
OPENINGOPNG
OPPOSITE HANDOPH
OVALHEAD WOOD SCREWOHWS
OVALHEAD MACHINE SCREWOHMS
OVERHEADOH
OBSCURE GLASSOGL
OFFICEOFC
OUTSIDE DIAMETEROD
ON CENTER EACH WAYOCEW
ON CENTEROC
OBSERVATION WINDOWOBW
OBSCUREOBSC
OUTSIDE AIROA
NOT TO SCALENTS
NOT REQUIREDN’’REQD
NOISE REDUCTION COEFFICIENTNRC
NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
NORMALLY OPENNO
NONMETALLICNM
NEOPRENE LATEXN.L.
NAILABLENL
NOT IN CONTRACTNIC
NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
NORMALLY CLOSEDNC
NATURALNAT
NORTHN
MULLIONMULL
MOVABLEMVBL
METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
MOUNTMT
METAL THRESHOLDMT
MACHINE SCREWSMS
METAL ROOF DECKINGMRD
MARBLE BASEMRB
MOP RECEPTORMR
MOVABLE PARTITIONMP
MOTORMOT
MODIFIEDMOD.
MODULARMOD
MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
MILLIMETER(S)mm
MILLWORKMLWK
MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
MANHOLEMH
MATTE-GLAZED TILEMGT
MOTOR GENERATORMG
MANUFACTURERMFR
MANUFACTURINGMFG
METAL FLOOR DECKINGMFD
METAL EDGE STRIPMES
MEMBRANEMEMB
MEDIUMMED
MECHANICAL ROOMMECH RM
MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
MASONRYMAS
MACHINEMACH
MATCHED AND BEADEDM&B
METER(S)m
LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
LIGHTNINGLTNG
LIGHTINGLTG
LIGHTWEIGHTLT WT
LIGHTLT
LAWN SPRINKLERLS
LIVING ROOMLR
LOW POINTLPT
LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHTPROOFLP
LONGITUDINALLONG
LINTELLNTL
LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
POUNDLB
SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
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SEALANTSLNT
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STEEL JOIST INSTITUTESJI
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SHEATHINGSHTHG
SHEETSHT
SHOULDERSHLDR
SHEET GLASSSG
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
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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
PRESTRESSED CONCRETEPS CONC
PRESSED STEELP.S.
PIPE SPACEPS
PRESSURE-REGULATING VALVEPRV
PROJECTPROJ
PARKINGPRKG
PREFORMEDPREFMD
PREFINISHEDPREFIN
PREFABRICATE(D)PREFAB
PAIRPR
PARTS PER MILLIONPPM
POLISHED PLATE GLASSPPGL
PORTABLEPORT
PORCELAINPORC
POLISHEDPOL
PAINT(ED)PT
PANELPNL
PLYWOODPLYWD
PLATE GLASSPL GL
PILINGPLG
POUNDS PER LINEAR FOOTPLF
PLUMBINGPLBG
PLATFORMPLAT
PLASTERPLAS
PLASTIC LAMINATEPLAM
PROPERTY LINEPL
PLATEPL
POST INDICATING VALVEPIV
PREFAB ISOLATION POWER UNITPIPU
POINT OF INTERSECTIONPI
PHARMACYPHAR
PHASEPH
PERIMETERPERIM
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
THICK(NESS)THK
TRUSS HEADTH
TOGGLETGL
TONGUE AND GROOVET&G
TERMINALTERM
TERRAZZOTER
TEMPORARYTEMP
TEMPERATURETEMP
TELEPHONETEL
TERRA COTTATC
TOWEL BARTB
TANGENTTAN
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
ABBREVIATIONS
/1
/2
B
C
D
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F
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H
J
K
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SU
BM
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D B
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C H
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D B
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D R
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SI
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
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PR
O D
U C
TI
O
N D
AT
A
1%
PR
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D U
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TI
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A 2%
PR
O D
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TI
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A
3%
PR
O
D U
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TI
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D
AT
A 4%
BLDG 649
CONTRACTOR'S ACCESS ROUTE
ENTRY CONTROL FACILITY
CONTRACTOR'S
STAGING AREA
US HWY 2
A1 SCALE: 1" = 600'
AREA PLAN AND CONTRACTOR'S ACCESS ROUTE
NORTH
GI101
AR
EA
P
LA
N A
N D
C O
N
TR
AC
TO
R A
C C
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S
O M
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AP
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A, N E
/1
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T.
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EN
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D . B
IR
KB
Y
D . B
IR
KB
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T.
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W
EN
S
A11 SCALE: 1" = 3000'
PROJECT LOCATION PLAN
NORTH
GRAND FORKS AFB
BLDG 649
GDT 2
GDT 1
H11 SCALE: N.T.S
PROJECT VICINITY PLAN
NORTH
GRAND FORKS AFB
PR
O D
U C
TI
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N D
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A
1%
PR
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TI
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A 2%
PR
O D
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PR
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T.
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EN
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D . B
IR
KB
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D . B
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KB
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T.
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EN
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BLDG. 649
RENOVATION
A1 SCALE: 1" = 600'
GENERAL SITE PLAN
COMMUNICATIONS
BLDG (BY OTHERS)
CD101
CS101
CU101
CS104
CU104
GI102
G
EN
ER
AL
S
IT
E
PL
AN
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
AW
N
B Y:
D
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SI
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
CU102
CU103
CS105
CU105
GDT LOCATION 1
GDT LOCATION 2
O M
AH
A
D
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TR
IC
T
C
AP
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O L
AV
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O M
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A, N E
/1
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FI
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N U
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FI
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F2
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G R
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A
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, N O
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AS
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R R
ES
IL
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N
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PR
O
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AM
BU
IL
D
IN
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EXISTING DRIVE
EXISTING DRIVE
NOTE:
GROUND DATA TRANSMITTER LOCATIONS INCLUDING CONNECTION WITH
ELECTRICAL AND COMMUNICATION SERVICE ARE AN OPTION
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
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D
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A 2%
PR
O D
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TI
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3%
PR
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A 4%
G
FN
D
1B
-1
.d w g
J.
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C O
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B O
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IN
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AT
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N P
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N
B-101
BLDG. 649
RENOVATION
A1 SCALE: 1" = 600'
SOIL BORING LOCATION PLAN
COMMUNICATIONS
BLDG (BY OTHERS)
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
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D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
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N O
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C
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AT
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N N
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SU
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SI
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
GDT LOCATION 1
GDT LOCATION 2
O M
AH
A
D
IS
TR
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T
C
AP
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O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
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BE
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FI
LE
N
AM
E:
AN
SI
D
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F2
4R
G R
AN
D
F O
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A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
R R
ES
IL
IE
N
C Y
PR
O
G R
AM
BU
IL
D
IN
G
EXISTING DRIVE
EXISTING DRIVE
LEGEND
APPROXIMATE BORING LOCATION
BORING INFORMATION
BORING NO. NORTHING EASTING ELEVATION(FT)
GF22-02 365738.744 2729639.724 899.9
GF22-03 365841.690 2729935.781 897.2
GF22-04 365875.758 2730844.946 897.4
GF22-05 365822.484 2726238.691 903.7
GF22-06 374992.321 2729246.027 881.8
BORING NOTES
1. COORDINATE SYSTEM: NORTH DAKOTA NORTH (3301), DATUM: NAVD88, NAD83.
2. SEE SHEET B-301 FOR BORING LOGS.
GF22-02
GF22-03 GF22-04GF22-05
GF22-06
POORLY GRADED SAND WITH SILT AND GRAVEL, light brown, dense, dry, 34% gravel, 14% coarse sand, 23% medium sand, 18% fine sand, 11% fines
GF22-02
OCT 6, 2022
N 365738.744 E 2729639.724
ELEV. 899.9 FT
MC N
6% 51
4%
14%
41%
EOB - 10.0 FT BELOW GROUND SURFACE
GROUNDWATER TABLE NOT ENCOUNTERED
0.0
5.0
10.0
DEPTH (FT)
POORLY GRADED SAND WITH SILT, light brown, loose, dry, 1% gravel, 1% coarse sand, 11% medium sand, 80% fine sand, 7% fines, Opt. MC = 9.6%, Max. DD = 116.2 pcf, pH = 8.92, SO4 = 4 ppm, Resistivity = 12,048 ohm-cm
GF22-03
OCT 6, 2022
N 365841.690 E 2729935.781
ELEV. 897.2 FT
MC N
0.0
5.0
DEPTH (FT)
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 GEOLOGIST IN THE FIELD AT THE
TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT
THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT
THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF
THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION; HOWEVER,
WATER LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS
OF THE YEAR, OR FROM YEAR TO YEAR, DEPENDING LARGELY ON
CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
GROUNDWATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
3. FOR SOIL BORING LOCATIONS, SEE SHEET B-101.
4. COORDINATE SYSTEM: NORTH DAKOTA NORTH STATE PLANE (3301)
DATUM: NAVD88, NAD83
10.0
SILTY SAND, dark gray, dense, dry, 7% gravel, 7% coarse sand, 20% medium sand, 48% fine sand, 18% fines
GF22-04
OCT 6, 2022
N 365875.758 E 2730844.946
ELEV. 897.4 FT
VEGETATION AT SURFACE
MC N
0.0
5.0
LEAN CLAY WITH SAND, brownish gray, medium stiff, moist, 1% gravel,1% coarse sand, 4% medium sand, 11% fine sand, 83% fines
GF22-05
OCT 6, 2022
N 365822.484 E 2726238.691
ELEV. 903.7 FT
MC N DEPTH (FT)
FAT CLAY, gray, medium stiff to stiff, moist, 8% medium sand, 24% fine sand, 68% fines
GF22-06
OCT 6, 2022
N 374992.321 E 2729246.027
ELEV. 881.8 FT
VEGETATION AT SURFACE
MC N
26% 7
1134%
0.0
5.0
DEPTH (FT)
BORING LEGEND
GF22-02
OCT 6, 2022
N 365738.744 E 2729639.724
ELEV. 899.9 FT
MC
LL
PI
N
WOH
% fines
Opt. MC
Max. DD pH
SO4
ppm
Resistivity
EOB
BORING NUMBER
DATE BORING COMPLETED
UNITED STATES STATE PLANE COORDINATES, US SURVEY
FEET, ZONE 3301, NORTH DAKOTA NORTH
TOP OF BORING ELEVATION ROUNDED TO NEAREST
TENTH-FOOT (NAVD88)
NATURAL MOISTURE CONTENT IN PERCENT (ASTM D2216)
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.
WEIGHT OF HAMMER (ZERO BLOW COUNT)
PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200
SIEVE (ASTM D422 / C136)
OPTIMUM MOISTURE CONTENT FROM MODIFIED PROCTOR
COMPACTION TEST (ASTM D1557)
MAXIMUM DRY DENSITY FROM MODIFIED PROCTOR
COMPACTION TEST (ASTM D1557)
pH VALUE FROM LAB ANALYSIS (ASTM G51)
WATER SOLUBLE SULFATE FROM LAB ANALYSIS (ASTM
C1580)
PARTS PER MILLION
SOIL RESISTIVITY AS RECIPROCAL OF ELECTRICAL
RESISTIVITY FROM LAB ANALYSIS (AWWA 2520)
GROUNDWATER TABLE WHILE DRILLING
GROUNDWATER TABLE 24 HOURS AFTER DRILLING
BORING CAVE-IN DEPTH AND DATE MEASURED
END OF BORING
10/6
10/7
C.I. 10/6
FAT CLAY, gray, medium stiff, moist, trace sand
(SP-SM)
FILL
(SP-SM)
FAT CLAY, dark gray, very soft, moist to wet, trace sand
CH
FILL
(SM)
CL
CH
medium stiff, 2% coarse sand, 5% medium sand, 7% fine sand, 86% fines
CL
10.0
0.0
5.0
10.0
4% 9
WOH
26%
69%
53%
C.I. 10/6
7% 31
17%
32%
C.I. 10/6
28%
32% 10.0
ASPHALT, 0.2 FT
WELL GRADED SAND WITH SILT AND GRAVEL, brown, medium dense, dry, 16% gravel, 10% coarse sand, 20% medium sand, 44% fine sand, 10% fines, becoming moist at about 5.5 ft.
CH
CL
SANDY LEAN CLAY, dark gray, stiff, moist, trace gravel
SANDY LEAN CLAY, grayish brown, stiff, moist, trace gravel, pH = 8.99, SO4 = 2 ppm, Resistivity = 5,650 ohm-cm
CL
SC
2% gravel, 2% coarse sand, 8% medium sand, 19% fine sand, 69% fines
CLAYEY SAND, light brown to dark gray, dense, moist
SANDY LEAN CLAY, grayish brown, stiff, moist
13%
87 61
LL PI
LL PI LL PI
LL PI
LL PI
53 32
11%
16%
20%
22%
15.0
20.0
15.0
20.0
FILL
37%
FILL
(SW-SM)
AGGREGATE BASE, 0.7 FT
VEGETATION AT SURFACE
108 80
FILL
(SC)
CLAYEY SAND, dark gray, medium dense, dry to moist, 2% gravel, 3% coarse sand, 20% medium sand, 41% fine sand, 34% fines
VEGETATION AT SURFACE
3312%
3319%
2323%
2622%
35 18
33 15
35 17
68 41
49 25
10/6
C.I. 10/7
10/7
C.I. 10/7
10/7
C.I. 10/6
EOB - 10.0 FT BELOW GROUND SURFACE EOB - 10.0 FT BELOW GROUND SURFACE
GROUNDWATER TABLE NOT ENCOUNTERED
EOB - 10.0 FT BELOW GROUND SURFACE
EOB - 10.0 FT BELOW GROUND SURFACE
moist, 1% coarse sand, 9% medium sand, 81% fine sand, 9% fines
LEAN CLAY, gray, medium stiff, moist, trace sand and gravelCL hard below about 14 ft.
CL
very stiff below about 14 ft.
LEAN CLAY, dark gray, very stiff, moist
DEPTH (FT)
C.I. 10/6
C.I. 10/6
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
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A
FB
, N O
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D
AK
O
TA
D
IS
AS
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R R
ES
IL
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N
C Y
PR
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BU
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D
IN
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FN
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1B
-3
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R . S
IS
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B O
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S
B-301
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
EC
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D B
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D R
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N
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D
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B
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N N
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SU
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SI
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AR
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D
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C R
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TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
C
D
S
I I I
TW
I I I S I
S
S
CI
W
TW
ELEC
ELEC
ELECW
C
C
D
CB
ELEC
D CB
U
D
UELECV
D
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UELECVVVV ELEC
S
W
FUEL STORAGE
S
ELEC
EC
ELEC
C U
S
S
ELEC
C
ELEC
MW
ELEC
CB
CO
COCO
D
AC
CO
AC
CO CO
AC AC
DCO D CO
AC
D
COTPCO
AC
D
AC AC
D
SDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SANSANSANSANSAN
SAN SAN SAN SAN SAN
SD
SAN
SAN
E E
E
E E
E
COMM
COMM
W
COMM
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W W W
W
G
W
W
W
W W
M
JVT3495
MPS3603_1
MPS5078_1
RIM ELEVATION: 892.828'
8” PVC SW INVERT: 882.598'
S
CP
CP
CP
CP
CP
SD
CP CP
SD
SD
SD
SD
SAN
SD
C P
C P
C P
C P
SD
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
WW
G
G G
G G
G G
G
E E E E E E E E E E E E E E E E E E E E
COMM COMM
COMM
COMM COMM COMM COMM COMM COMM
W W W W W W W W W W W W W W W W W W
W
W
G
GGG
G
G
W W
W W W W
W W W W W
W
15” RCP E INVERT: 892.043
18” RCP NW INVERT: 892.108
RIM ELEVATION: 894.491
12” RCP SW INVERT: 891.493
12” RCP SW INVERT: 891.457
12” RCP N INVERT: 891.714
12” RCP NW INVERT: 891.326
RIM ELEVATION: 896.083
12” RCP SE INVERT: 891.930
RIM ELEVATION: 898.499
8” PVC S INVERT: 892.914
15” RCP W INVERT: 891.696
RIM ELEVATION: 900.097
15” RCP E INVERT: 893.542
12” RCP S INVERT: 893.700
12” RCP SW INVERT: 893.739
12” RCP W INVERT: 893.714
12” RCP S INVERT: 891.801
RIM ELEVATION: 900.448
12” RCP W INVERT: 893.948
12” RCP N INVERT: 893.998
RIM ELEVATION: 900.459
12”RCP S INVERT: 894.609
12”RCP W INVERT: 894.659
12” RCP S INVERT: 891.99312” RCP S INVERT: 892.137
16” RCP S INVERT: 893.830
RIM ELEVATION: 894.247
12” PVC N INVERT: 893.318
24” RCP NW INVERT: 891.347
24” RCP NW INVERT: 891.354
18” RCP SE INVERT: 891.469
RIM ELEVATION: 896.269
8” PVC S INVERT: 885.700
TO BLD
8” PVC N INVERT: 885.676
RIM ELEVATION: 898.269
8” PVC N INVERT: 892.546
8” PVC W INVERT: 892.542
BUILDING 648
F.F = 897.503
2’X3’BOX S INVERT: 890.746
RIM ELEVATION: 899.561
8” PVC E INVERT: 887.147
8” PVC W INVERT: 887.129
RIM ELEVATION = 899.76
8” PVC E INVERT: 888.657
8” PVC S INVERT: 888.674
8” PVC N INVERT: 888.660
RIM ELEVATION: 899.081
8” PVC S INVERT: 888.573
RIM ELEVATION: 900.512
12” RCP SW INVERT: 895.112
12” RCP N INVERT: 895.240
RMK3081
RIM ELEVATION: 900.474
12” RCP N INVERT: 894.774
12” RCP W INVERT: 895.074
12” RCP SE INVERT: 894.974
RIM ELEVATION: 900.454
12” RCP N INVERT: 894.874
12” RCP W INVERT: 894.704
8FT CHAIN LINK W/ BARB WIRE
2’X3’ BOX W INVERT: 895.730
RIM ELEVATION: 896.938
15” RCP E INVERT: 892.946
15” RCP W INVERT: 892.919
RIM ELEVATION: 896.264
8” PVC S INVERT: 884.069
8” PVC N INVERT: 884.146
8” PVC W INVERT: 885.939
RIM ELEVATION: 892.173
8” PVC S INVERT: 883.179
8” PVC E INVERT: 883.283
8” PVC SW INVERT: 883.331
VAULT
8FT CHAIN LINK W/ BARB WIRE
8FT C
H
AIN
LIN
K W
/ BAR
B W
IR
E
8F T
C H
AI
N
L
IN
K W
/ B
AR
B W
IR
E
FINISHED FLOOR = 900.827
ALL BOLLARDS ON NORTH SIDE OF BUILDING = 4' TALL, 6" DIAMETER
WALLS ON NORTH SIDE BUILDING = 8.5' TALL
RIM ELEVATION: 898.548
8” PVC E INVERT: 891.533
8” PVC W INVERT: 891.512
RIM ELEVATION: 898.516
8” PVC E INVERT: 892.102
8” PVC W INVERT: 892.089
RIM ELEVATION: 899.455
8” PVC W INVERT: 892.605
8” PVC E INVERT: 892.687
RIM ELEVATION: 899.574
8” PVC W INVERT: 893.418
8” PVC E INVERT: 893.410
GF 22-04
8FT CHAIN LINK W/ BARB WIRE
8FT CHAIN LINK W/ BARB WIRE
18” RCP SE INVERT: 892.070
PR
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U C
TI
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A
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PR
O
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PL
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ADJUST INLET TO NEW
PAVEMENT ELEVATION
A1 SCALE: 1" = 50'
REMOVAL PLAN - AREA 1
NORTH
CD101
REMOVE AND REPLACE PAVEMENT
FOR NEW FIRE WATER LINE
AR
EA
REMOVE AND REPLACE
FIRE HYDRANT
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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BM
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D B
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D B
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SI
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AR
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
REMOVE CONCRETE APRON
W W
W
D
D
C
D
S
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TW
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S
S
CI
W
TW
ELEC
ELEC
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C
C
D
CB
ELEC
D CB
U
D
UELECV
D
S U VS
UELECVVVV ELEC
S
W
FUEL STORAGE
S
ELEC
EC
ELEC
C U
S
S
ELEC
C
ELEC
MW
ELEC
CB
CO
COCO
D
AC
CO
AC
CO CO
AC AC
DCO D CO
AC
D
COTPCO
AC
D
AC AC
D
SDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SANSANSANSANSAN
SAN SAN SAN SAN SAN
SD
SAN
SAN
E E
E
E E
E
COMM
COMM
W
COMM
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W W W
W
G W
W
W
W W
S
CP
CP
CP
CP
CP
SD
CP CP
SD
SD
SD
SD
SAN
SD
C P
C P
C P
C P
SD
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
WW
G
G G
G G
G G
G
E E E E E E E E E E E E E E E E E E E E
COMM COMM
COMM
COMM COMM COMM COMM COMM COMM
W W W W W W W W W W W W W W W W W W
W
W
G
GGG
G
G
W W
W W W W
W W W W W
W
PR
O D
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TI
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PR
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C
TI
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A 2%
PR
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PR
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D . B
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T.
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NEW ASPHALT PAVEMENT
A1 SCALE: 1" = 50'
SITE PLAN - AREA 1
NORTH
CS101
SI
TE
P
LA
N
BLDG. 649 REMODEL
SEE ARCH.
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
NEW CONCRETE SIDEWALK
NEW ENCLOSED ENTRANCE
SEE ARCH.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
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D R
AW
N
B Y:
D
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N
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B
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C O
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TR
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SU
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AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NEW TURNSTILES (X2)
W/ CARD SWIPE/PIN ACCESS
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
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D
AT
A 2%
PR
O D
U C
TI
O
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A
3%
PR
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D U
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TI
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AT
A 4%
O M
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A, N E
/1
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D . B
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LA
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A1 SCALE: 1" = 50'
SITE PLAN - AREA 4
NORTH
CS104
SI
TE
P
LA
N
GROUND DATA TRANSMITTER (GDT)
LOCATION 1 (GRAVEL)
MOBILE ANTENNA PAD
15' X 20' (CONCRETE)
FIXED ANTENNA PAD
15' X 20' (CONCRETE)
FIXED ANTENNA PAD
15' X 20' (CONCRETE)
LIGHTWEIGHT COMMUNICATIONS
BUILDING PAD, 12' X 12' (CONCRETE)
12' ACCESS DRIVE TO GDT
LOCATION (GRAVEL)
MEET EXISTING DRIVE
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
FE6 FENCE, 84" IN HEIGHT
FE6 SWING GATE, LOCKABLE
14' MIN. LEAF LENGTH
TRANSFORMER PAD
(BY OTHERS)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NOTE:
GROUND DATA TRANSMITTER LOCATIONS ARE AN OPTION
TP
16"
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
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D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
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TI
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D
AT
A 4%
O M
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A
D
IS
TR
IC
T
C
AP
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AV
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AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
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N
AM
E:
AN
SI
D
W
F2
4R
G R
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D
F O
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A
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ES
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PR
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FN
D
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T.
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D . B
IR
KB
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T.
O
W
EN
S
SI
TE
P
LA
N
A1 SCALE: 1" = 50'
SITE PLAN - AREA 5
NORTH
CS105
SI
TE
P
LA
N
GROUND DATA TRANSMITTER (GDT)
LOCATION 2 (GRAVEL)
MOBILE ANTENNA PAD
15' X 20' (CONCRETE)
FIXED ANTENNA PAD
15' X 20' (CONCRETE)
FIXED ANTENNA PAD
15' X 20' (CONCRETE)
LIGHTWEIGHT COMMUNICATIONS
BUILDING PAD, 10' X 10' (CONCRETE)
12' ACCESS DRIVE TO GDT
LOCATION (GRAVEL)
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
FE6 FENCE, 84" IN HEIGHT
FE6 SWING GATE, LOCKABLE
14' MIN. LEAF LENGTH
TRANSFORMER PAD
(BY OTHERS)
EXTEND ACCESS DRIVE TO
EXISTING DRIVE, SEE GI100
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NOTE:
GROUND DATA TRANSMITTER LOCATIONS ARE AN OPTION
Division 1 - General Requirements
COMM
CO
M
M
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
E
E
E
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
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D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
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D
IS
AS
TE
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ES
IL
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N
C Y
PR
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BU
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G
FN
D
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T.
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EN
S
D .B
IR
KB
Y
D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
CU100
O
VE
R
VI
EW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
CU102
A1 SCALE: 1" = 50'
UTILITY PLAN OVERVIEW
NORTH
CU103
CU104
CU105
CU101
EXISTING BUILDING 877 TRANSFORMER
OWNED BY NODAKELECTRIC
NEW POWER FEEDER PROVIDED
BY NODAK ELECTRIC
NOTE:
C
D
S
I I I
TW
I I I S I
S
S
CI
W
TW
ELEC
ELEC
ELECW
C
C
D
CB
ELEC
D CB
U
D
UELECV
D
S U VS
UELECVVVV ELEC
S
W
FUEL STORAGE
S
ELEC
EC
ELEC
C U
S
S
ELEC
C
ELEC
MW
ELEC
CB
CO
COCO
D
AC
CO
AC
CO CO
AC AC
DCO D CO
AC
D
COTPCO
AC
D
AC AC
D
SDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SANSANSANSANSAN
SAN SAN SAN SAN SAN
SD
SAN
SAN
E E
E
E E
E
COMM
COMM
W
COMM
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W W W
W
G
W
W
W
W W
M
JVT3495
MPS3603_1
MPS5078_1
RIM ELEVATION: 892.828'
8” PVC SW INVERT: 882.598'
S
CP
CP
CP
CP
CP
SD
CP CP
SD
SD
SD
SD
SAN
SD
C P
C P
C P
C P
SD
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
WW
G
G G
G G
G G
G
E E E E E E E E E E E E E E E E E E E E
COMM COMM
COMM
COMM COMM COMM COMM COMM COMM
W W W W W W W W W W W W W W W W W W
W
W
G
GGG
G
G
W W
W W W W
W W W W W
W
15” RCP E INVERT: 892.043
18” RCP NW INVERT: 892.108
RIM ELEVATION: 894.491
12” RCP SW INVERT: 891.493
12” RCP SW INVERT: 891.457
12” RCP N INVERT: 891.714
12” RCP NW INVERT: 891.326
RIM ELEVATION: 896.083
12” RCP SE INVERT: 891.930
RIM ELEVATION: 898.499
8” PVC S INVERT: 892.914
15” RCP W INVERT: 891.696
RIM ELEVATION: 900.097
15” RCP E INVERT: 893.542
12” RCP S INVERT: 893.700
12” RCP SW INVERT: 893.739
12” RCP W INVERT: 893.714
12” RCP S INVERT: 891.801
RIM ELEVATION: 900.448
12” RCP W INVERT: 893.948
12” RCP N INVERT: 893.998
RIM ELEVATION: 900.459
12”RCP S INVERT: 894.609
12”RCP W INVERT: 894.659
12” RCP S INVERT: 891.99312” RCP S INVERT: 892.137
16” RCP S INVERT: 893.830
RIM ELEVATION: 894.247
12” PVC N INVERT: 893.318
24” RCP NW INVERT: 891.347
24” RCP NW INVERT: 891.354
18” RCP SE INVERT: 891.469
RIM ELEVATION: 896.269
8” PVC S INVERT: 885.700
TO BLD
8” PVC N INVERT: 885.676
RIM ELEVATION: 898.269
8” PVC N INVERT: 892.546
8” PVC W INVERT: 892.542
BUILDING 648
F.F = 897.503
2’X3’BOX S INVERT: 890.746
RIM ELEVATION: 899.561
8” PVC E INVERT: 887.147
8” PVC W INVERT: 887.129
RIM ELEVATION = 899.76
8” PVC E INVERT: 888.657
8” PVC S INVERT: 888.674
8” PVC N INVERT: 888.660
RIM ELEVATION: 899.081
8” PVC S INVERT: 888.573
RIM ELEVATION: 900.512
12” RCP SW INVERT: 895.112
12” RCP N INVERT: 895.240
RMK3081
RIM ELEVATION: 900.474
12” RCP N INVERT: 894.774
12” RCP W INVERT: 895.074
12” RCP SE INVERT: 894.974
RIM ELEVATION: 900.454
12” RCP N INVERT: 894.874
12” RCP W INVERT: 894.704
8FT CHAIN LINK W/ BARB WIRE
2’X3’ BOX W INVERT: 895.730
RIM ELEVATION: 896.938
15” RCP E INVERT: 892.946
15” RCP W INVERT: 892.919
RIM ELEVATION: 896.264
8” PVC S INVERT: 884.069
8” PVC N INVERT: 884.146
8” PVC W INVERT: 885.939
RIM ELEVATION: 892.173
8” PVC S INVERT: 883.179
8” PVC E INVERT: 883.283
8” PVC SW INVERT: 883.331
VAULT
8FT CHAIN LINK W/ BARB WIRE
8FT C
H
AIN
LIN
K W
/ BAR
B W
IR
E
8F T
C H
AI
N
L
IN
K W
/ B
AR
B W
IR
E
FINISHED FLOOR = 900.827
ALL BOLLARDS ON NORTH SIDE OF BUILDING = 4' TALL, 6" DIAMETER
WALLS ON NORTH SIDE BUILDING = 8.5' TALL
RIM ELEVATION: 898.548
8” PVC E INVERT: 891.533
8” PVC W INVERT: 891.512
RIM ELEVATION: 898.516
8” PVC E INVERT: 892.102
8” PVC W INVERT: 892.089
RIM ELEVATION: 899.455
8” PVC W INVERT: 892.605
8” PVC E INVERT: 892.687
RIM ELEVATION: 899.574
8” PVC W INVERT: 893.418
8” PVC E INVERT: 893.410
GF 22-04
8FT CHAIN LINK W/ BARB WIRE
8FT CHAIN LINK W/ BARB WIRE
18” RCP SE INVERT: 892.070
W W
W
C O
M M
C O
M M
COMMCOMMCOMMCOMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
MH 43
MH 42A
MH 40
MH 39
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W
C O
M M
C O
M M
COMMCOMMCOMM
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
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KS
A
FB
, N O
R
TH
D
AK
O
TA
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IS
AS
TE
R R
ES
IL
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PR
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AM
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EN
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D .B
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D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
NEW COMM. LINE
A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 1
NORTH
CU101
NEW COMM. LINE
NEW FIRE WATER LINE
TO NEW FIRE PUMP
AR
EA
RESET FIRE HYDRANT ON EAST SIDE OF
ACCESS ROAD ON EXISTING SERVICE LINE
CONNECT TO EXISTING WATER
MAIN WITH NEW TEE AND VALVE
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NOTE:
D
D E
D
E
J
J
J
DCB
C
CB
I
CB
E
TP
TPELECELECTP
ELEC
E
E
E
J
ELEC
TP
ELEC
MW
J
J
ELEC
E
ELEC
E
E
D
CB E
AC
TP
CO
C O
M M
C O
M M
C O
M M
C O
M M
SD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD SD
W W
C O
M M
C O
M M
E E
E E
E E
W W
W
E E
E
JVT3454
C P
SDSD
D
D
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM
COMM COMM
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
W W
W W
W W
W W
W W
W W
W W W W
E E
E E
12” RCP S INVERT: 892.137
RIM ELEVATION: 900.797
8” PVC E INVERT: 894.680
RIM ELEVATION: 898.489
60” RCP S INVERT: 890.504
60” RCP W INVERT: 890.496
36” RCP N INVERT: 892.009
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 900.436
8” PVC E INVERT: 890.181
8” PVC W INVERT: 890.193
60” RCP N INVERT: 890.951
60” RCP S INVERT: 890.966
RIM ELEVATION: 897.405
24” RCP W INVERT: 893.440
12” CPP E INVERT: 894.403
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 901.243
24” RCP S INVERT: 892.918
24” RCP E INVERT: 893.109
RIM ELEVATION = 899.76
8” PVC E INVERT: 888.657
8” PVC S INVERT: 888.674
8” PVC N INVERT: 888.660
RIM ELEVATION: 901.014
8” PVC E INVERT: 894.794
8” PVC W INVERT: 896.788
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 898.569
2’X3’ BOX E INVERT: 892.996
2’X3’ BOX W INVERT: 893.033
RIM ELEVATION: 898.569
2’X3’ BOX E INVERT: 892.996
2’X3’ BOX W INVERT: 893.033
COULD NOT GET INVERT
BOX WAS LOCKED
RIM ELEVATION: 900.322
12” RCP N INVERT: 893.325
12” RCP E INVERT: 893.387
12” RCP S INVERT: 893.723
18” RCP NW INVERT: 893.432
18” RCP NW INVERT: 892.570
RIM ELEVATION: 900.512
12” RCP SW INVERT: 895.112
12” RCP N INVERT: 895.240
8FT CHAIN LINK W/ BARB WIRE
2’X3’ BOX W INVERT: 895.730
8FT CHAIN LINK W/ BARB WIRE
8FT CHAIN LINK W/ BARB WIRE
GF 22-03
GF 22-02
RIM ELEVATION: 899.455
8” PVC W INVERT: 892.605
8” PVC E INVERT: 892.687
W W
W W
W
COMMCOMMCOMMCOMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
HH 67
HH 67A
COMM
MH 500
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
R R
ES
IL
IE
N
C Y
PR
O
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AM
BU
IL
D
IN
G
G
FN
D
1C
-C U to
.d w g
T.
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EN
S
D .B
IR
KB
Y
D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 2
NORTH
CU102
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
JUNCTION CABINET J8-130 OWNED
BY NODAK ELECTRIC.
RELOCATE TO SOUTH SIDE OF
TAXI WAY AND INSTALL JUMPERS
TO J8-540.
NOTE:
MW
PIV
PIV
PIV
PIV
I I I
I
IV
PIV
PIVPIV
PIV
PIV
E
E
CB
D
D D
D D
D D
CB
S
S
S S S
S
S
S
S
S
S
J U
ELEC
EC
TP
C
J
C
V
PIV
H
ELECTP
CI
J
CI
MW
C
C
C
C
C
TW
TW
E
C
EC
TW
C
TW
TWPIV
TW
TW
E
TP
TP
TP
PIV
TW
TP
ELEC
ELEC
TP
J
JDD
D
D
TP
D
D
D
D
D
TP
G
G
ELECELECELECELECELECTP
W
E E
E E
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
C O
M M
COMM
COMMCOMM
E E
E
E
COMM
C O
M M
C O
M M
COMM
E
E
EEEEEEEEEEEEEEEE
E
G G
G
W
WWW
E E E
EEEE
G G
COMMCOMMCOMM
C O
M M
E E
E
SD
SD
SD SD
SD
SDE
W W
W
E E
E E
E W
W W
W W
W
COMM
G G
E
E
COMM
COMM
COMM
G G
W W
W
G
G G
G G
G G
G G
G
COMM COMM COMM COMM COMM COMM
E
E
G
G G
G G
W W
W W
W
SD
SD
SD
COMM
C O
M M
FINISHED FLOOR = 905.299
BLD 631
F.F. = 905.310
6"6"8" 4" 4" 4" 4"
6" 6"4"
15"
10"
10"12"
12"
12"
12"
10"
10"
8"
10"
12"
MPS5078_1MPS5084_1
10"
12"
8"
4"
4" 8"8"8" 8" 8"
6" 8"12"
8" 8"8" 8"
12"
8"
8"
12"8" 12"
18"
15" 15"
10" 8" 8"
18"
18"
6" 10" 18"
10" 15" 15" 6"
10"10"
10"
8"10"
15" 10"
15"
15"
10"
15"
10"
10"10"10"10"
8"
12"
12"
12"
12"
12"16"
16"
8" 8"
CB
C P
SD
SD
SD
GF 22-01
EIELSO
N
ST
W
E
E E
COMM
COMMCOMM
EEE
E
EEEEEEEEEEEE
E
E
E
E
GGGGGGGGGG
W W
WWWWWWWWWWWWWWW
E
EEEEEEEEEEEEEEE
G
COMM
COMMCOMM
COMM
COMM
COMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G
C O
M M
G G
G
C O
M M
C O
M M
E
E
E
E
E E
E E
E
E
E E
E E
W W
RIM ELEVATION: 898.060
12” RCP N INVERT: 892.712
RIM ELEVATION: 898.485
12” RCP S INVERT: 891.215
12” RCP NE INVERT: 891.22
RIM ELEVATION: 902.555
15” RCP E INVERT: 900.377
RIM ELEVATION: 898.632
16” PVC SE INVERT: 897.339
24” RCP NW INVERT: 894.723
RIM ELEVATION: 899.808
16” PVC NW INVERT: 897.340
RIM ELEVATION: 899.486
15” RCP NE INVERT: 896.548
RIM ELEVATION: 901.989
15” RCP S INVERT: 895.050
15” RCP W INVERT: 895.014
RIM ELEVATION: 899.686
15” RCP E INVERT: 894.460
15” RCP SW INVERT: 894.784
15” RCP N INVERT: 894.353
RIM ELEVATION: 903.787
8” PVC SW INVERT: 898.048
8” PVC NE INVERT: 898.089
RIM ELEVATION: 898.235
12” RCP E INVERT: 893.317
12” RCP NW INVERT: 893.355
12” RCP SW INVERT: 893.401
RIM ELEVATION: 900.211
18” RCP NE INVERT: 894.786
RIM ELEVATION: 901.296
8” PVC NE INVERT: 890.153
8” PVC W INVERT: 890.085
RIM ELEVATION: 898.407
18” RCP SE INVERT: 894.593
12” PVC N INVERT: 893.318
RIM ELEVATION: 902.747
15” RCP W INVERT: 900.497
RIM ELEVATION: 903.009
15” RCP E INVERT: 899.500
15” RCP NW INVERT: 899.456
RIM ELEVATION: 904.154
15” RCP N INVERT: 898.981
15” RCP E INVERT: 899.009
15” RCP SE INVERT: 899.181
RIM ELEVATION: 904.226
8”PVC NE INVERT: 896.431
RIM ELEVATION: 902.920
8” PVC NE INVERT: 895.043
8” PVC SW INVERT: 894.716
8” PVC NW INVERT: 894.722
RIM ELEVATION: 903.434
8” PVC SE INVERT: 895.361
8” PVC NE INVERT: 897.580
8” PVC NW INVERT: 895.168
RIM ELEVATION: 903.191
8” PVC SE INVERT: 895.543
8” PVC NW INVERT: 895.683
TO LIFT STATION
DIESEL
TANK
BUILDING 670
FINISHED FLOOR = 904.790
AFFF
TANK
BLDG 655
F.F. = 903.144
FINISHED FLOOR = 905.569
8FT C
H
AIN
LIN
K W
/ BAR
B W
IR
E
RIM ELEVATION: 898.030
8” PVC S INVERT: 883.647
8” PVC E INVERT: 884.354
8” PVC N INVERT: 883.646
EIELSO
N
ST
EIELSO
N
ST
RIM ELEVATION: 815.604
8”PVC E INVERT: 894.897
8”PVC SW INVERT: 897.899
8"SE INVERT: 895.226-
COULD NOT FIND OUTFALL
GENERATOR
PAD
RIM ELEVATION: 898.261
8” PVC S INVERT: 884.037
8” PVC E INVERT: 884.120 TO BLD
8” PVC N INVERT: 884.209
TP
TP
TP
COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
COMM
HH 62
MH 43A
HH 44-1COMM COMM COMM COMM COMM
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
R R
ES
IL
IE
N
C Y
PR
O
G R
AM
BU
IL
D
IN
G
G
FN
D
1C
-C U to
.d w g
T.
O
W
EN
S
D .B
IR
KB
Y
D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 3
NORTH
CU103
U
TI
LI
TY
P
LA
N
COMM. BUILDING
(BY OTHERS)
NEW COMM. LINE
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NOTE:
GF 22-05
O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
New Pathway (2-4" Schedule 40 w/ Mesh Innerduct)
E E
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A 2%
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PR
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TI
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A 4%
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AH
A, N E
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1/
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A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 4
NORTH
CU104
GROUND DATA TRANSMITTER
(GDT)LOCATION 1
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
K
L
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N
P
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D R
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C O
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NEW FEEDER PROVIDED BY NODAK ELECTRIC.
SEE SHEET CU100 FOR OVERALL ROUTE.
NEW TRANSFORMER AND TRANSFORMER PAD PROVIDED
BY NODAK ELECTRIC. NOTE:
TP
16"
GF 22-06
COMM
COMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
New Pathway (2-4" Schedule 40 w/ Mesh Innerduct)
E
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
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D
AT
A 2%
PR
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TI
O
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AT
A
3%
PR
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TI
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D
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A 4%
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A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 5
NORTH
CU105
GROUND DATA TRANSMITTER
(GDT)LOCATION 2
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
AW
N
B Y:
D
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N
ED
B
Y:
C O
N
TR
AC
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N O
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LI
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IT
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N N
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IS
SU
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AT
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SI
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M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
EXISTING SECTIONALIZING PED J2-290
OWNED BY NODAK ELECTRIC
NEW TRANSFORMER AND TRANSFORMER PAD PROVIDED BY NODAK ELECTRIC
NEW POWER FEEDER PROVIDED BY NODAK ELECTRIC.
SITE SURVEY NEEDED BY NODAK TO VERIFY ROUTING.
NOTE:
DN
UP
UP
DN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
A
B
C
D
E
F
G
G.5
H
1.71.1 9.99.3 11.1 11.7 19.919.3 21.1 21.7 29.3 29.9
5.3 5.6 15.3 15.6 25.3 25.6
1' - 8"
31' - 10" 24' - 0" 24' - 0" 24' - 0" 16' - 6" 21' - 0" 16' - 6" 24' - 0" 24' - 0" 24' - 0" 31' - 10"
2' - 8"
31' - 10" 24' - 0" 24' - 0" 24' - 0" 16' - 6" 21' - 0" 16' - 6" 24' - 0" 24' - 0" 24' - 0" 31' - 10"
2' - 8"
31' - 10" 24' - 0" 24' - 0" 24' - 0" 16' - 6" 21' - 0" 16' - 6" 24' - 0" 24' - 0" 24' - 0" 31' - 10" 2' - 10"
20' - 0" 20' - 0" 20' - 0" 20' - 0" 1' - 8"
103' - 10" 57' - 4" 207' - 0" 57' - 4" 207' - 0" 57' - 4" 186' - 8"
876' - 6"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
F
IL
E N
A M
E
A D
V E
R T
IS
E
M E
N T
AD110
S
T F
L O
O R
C O
M P
O S
IT
E
D E
M O
P L A
N
G R
A N
D F
O R
K S
A F
B N
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T H
D A
K O
T A
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A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O
M A
H A
N
E
K J A
R V
IS
E M
C C
U L L O
U G
H
B G
O R
U P
K J A
R V
IS
/1
/2
W F
R
D
IS
A S
T E
R R
E S
IL
IE
N C
Y P
R O
G R
A M
B U
IL
D
IN
G
G F
N D
B
C
M .r v t
1/32" = 1'-0"1
COMPOSITE DEMO FIRST FLOOR PLAN
0 16' 32' 64'
NORTH
KEYPLAN - FIRST FLOOR
HANGAR BAY
HANGAR BAY
HANGAR BAY 3
AND AGE BAY
1 2 3 4 5 6 7 8 9 10 11 12 13 14
A
B
C
D
E
F
G
G.5
H
1' - 8"
AD114
AD115
5.3 5.6
103 106 107 111 112
114 207
116115 202
209 210
123 201101
18' - 0" 64' - 0"
55' - 8" 26' - 10"
26' - 8" 8' - 8" 47' - 2"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
F
IL
E N
A M
E
A D
V E
R T
IS
E
M E
N T
AD111
H A
N G
A R
B A
Y
D E
M O
P L A
N
G R
A N
D F
O R
K S
A F
B N
O R
T H
D A
K O
T A
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O
M A
H A
N
E
K J A
R V
IS
E M
C C
U L L O
U G
H
B G
O R
U P
K J A
R V
IS
/1
/2
W F
R
D
IS
A S
T E
R R
E S
IL
IE
N C
Y P
R O
G R
A M
B U
IL
D
IN
G
G F
N D
B
C
M .r v t
NORTH
0 8' 16' 32'
1/16" = 1'-0"1
HANGAR BAY 1 DEMO PLAN
KEYPLAN - FIRST FLOOR
HANGAR BAY
EXISTING ROOM SCHEDULE
NOTE DESCRIPTION
100 AR BAY
101 DOOR POCKET
102 CRASH TRUCK STOR. RM.
103 EXIT CORRIDOR
106 EQUIP. STOR.
107 ELEC.
109 CORR.
110 VESTIBULE
111 ADMIN
112 COOLANT CART
113 MECH.
114 BREAK ROOM
115 STAIR
116 CORR.
117 JAN.
118 HALL
119 LATRINE
120 LOCKER
121 SHOWER
122 TOOL STOR.
123 DOOR POCKET
200 MAINTENANCE BAY
201 DOOR POCKET
202 STAIR
203 HALL
204 LATRINE
205 LOCKER
206 SHOWER
207 TRAINING
208 CORR.
209 MECH.
210 ELEC.
215 VESTIBULE
216 ADMIN.
217 COOLANT CART
218 CORR.
219 MECH.
220 TOOL/EQ. STOR.
221 780 STOR.
222 DOOR POCKET
300 FUEL CELL
301 DOOR POCKET
302 HALL
303 LATRINE
304 LOCKER
305 SHOWER
306 HALL
307 LATRINE
308 LOCKER
309 SHOWER
310 JAN.
311 TRAINING
312 BREAK ROOM
313 MECH.
314 ELEC.
320 VESTIBULE
321 ADMIN.
322 LATRINE
323 COOLANT CART
324 TOOL STOR.
325 EQ. STOR.
330 DOOR POCKET
400 TANK FACILITY
401 BENCH STOCK
402 TOOL STOR.
B200 READY ROOM
B201 'C' FLIGHT ROOM
B202 DISPATCH ROOM
C51 STAIR
C200 CORRIDOR
C202 C.E.T.S. TECH ORDER
C203 CORRIDOR
C204 ADMIN.
C205 OIC/NCOIC
C206 STORAGE
C207 COFFEE
C208 'A' FLIGHT ROOM
C209 'B' FLIGHT ROOM
C210 CAMS
C211 P&S LINE CHIEF
DN
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
A
B
C
D
E
F
G
G.5
H
1' - 8"
15.5
AD116
19.919.3 21.1 21.7
15.3 15.6
116 202
209 210
216 217 218 219
313 314
222 301
26' - 8" 8' - 8" 47' - 2"
50' - 8" 5' - 0"
4' - 0"
4' - 0" 55' - 10"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
F
IL
E N
A M
E
A D
V E
R T
IS
E
M E
N T
AD112
H A
N G
A R
B A
Y
D E
M O
P L A
N
G R
A N
D F
O R
K S
A F
B N
O R
T H
D A
K O
T A
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
O
M A
H A
N
E
K J A
R V
IS
E M
C C
U L L O
U G
H
B G
O R
U P
K J A
R V
IS
/1
/2
W F
R
D
IS
A S
T E
R R
E S
IL
IE
N C
Y P
R O
G R
A M
B U
IL
D
IN
G
G F
N D
B
C
M .r v t
NORTH
0 8' 16' 32'
1/16" = 1'-0"1
HANGAR BAY 2 DEMO PLAN
KEYPLAN - FIRST FLOOR
HANGAR BAY
EXISTING ROOM SCHEDULE
NOTE DESCRIPTION
100 AR BAY
101 DOOR POCKET
102 CRASH TRUCK STOR. RM.
103 EXIT CORRIDOR
106 EQUIP. STOR.
107 ELEC.
109 CORR.
110 VESTIBULE
111 ADMIN
112 COOLANT CART
113 MECH.
114 BREAK ROOM
115 STAIR
116 CORR.
117 JAN.
118 HALL
119 LATRINE
120 LOCKER
121 SHOWER
122 TOOL STOR.
123 DOOR POCKET
200 MAINTENANCE BAY
201 DOOR POCKET
202 STAIR
203 HALL
204 LATRINE
205 LOCKER
206 SHOWER
207 TRAINING
208 CORR.
209 MECH.
210 ELEC.
215 VESTIBULE
216 ADMIN.
217 COOLANT CART
218 CORR.
219 MECH.
220 TOOL/EQ. STOR.
221 780 STOR.
222 DOOR POCKET
300 FUEL CELL
301 DOOR POCKET
302 HALL
303 LATRINE
304 LOCKER
305 SHOWER
306 HALL
307 LATRINE
308 LOCKER
309 SHOWER
310 JAN.
311 TRAINING
312 BREAK ROOM
313 MECH.
314 ELEC.
320 VESTIBULE
321 ADMIN.
322 LATRINE
323 COOLANT CART
324 TOOL STOR.
325 EQ. STOR.
330 DOOR POCKET
400 TANK FACILITY
401 BENCH STOCK
402 TOOL STOR.
B200 READY ROOM
B201 'C' FLIGHT ROOM
B202 DISPATCH ROOM
C51 STAIR
C200 CORRIDOR
C202 C.E.T.S. TECH ORDER
C203 CORRIDOR
C204 ADMIN.
C205 OIC/NCOIC
C206 STORAGE
C207 COFFEE
C208 'A' FLIGHT ROOM
C209 'B' FLIGHT ROOM
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
A
B
C
D
E
F
G
G.5
H
AD117
19.9 21.1 21.7 29.3 29.9
25.3 25.6
313 314
324323
4' - 0" 55' - 10"
63' - 4" 19' - 4" 81' - 6"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S…
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