GFB3 - ADVERTISEMENT.PDF

PDF 8 MB Posted Feb 26, 2021

Attached to: Construct Munitions Maintenance and Inspection Facility, Grand Forks AFB, ND
Solicitation number: W9128F-21-R-0044
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals to construct a munitions maintenance and inspection facility at Grand Forks Air Force Base in North Dakota. Key requirements include constructing a 2,700 square foot pre-engineered metal building to house inspection and maintenance operations, along with associated site work. Proposals are due by February 24, 2021, with award anticipated by March 2021 and work to be complete by September 2021. The estimated cost is $2-5 million. The Army Corps of Engineers is the contracting agency.

View the file

Other files

File	Type	Posted
Am_0005.pdf	PDF	Apr 8, 2021
Am_0004 updated 06 Apr 21.pdf	PDF	Apr 6, 2021
Am_0004.pdf	PDF	Apr 6, 2021
Am_0003.pdf	PDF	Apr 5, 2021
Am_0002-Drawing.pdf	PDF	Mar 30, 2021
Am_0002.pdf	PDF	Mar 30, 2021
Grand Forks As-Builts.zip	ZIP file	Mar 22, 2021
Am_0001-Drawings.pdf	PDF	Mar 19, 2021
Am_0001.pdf	PDF	Mar 19, 2021
W9128F-21-R-0044-Specs.pdf	PDF	Feb 26, 2021
Appendix A.pdf	PDF	Feb 26, 2021

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:34:41 AM 2/23/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\COVER & INDEX

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

E N

A M

Omaha District

E N

U M

B E

A P

O L A

V E

G F

G -0

.d g n

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

CADD

PROJECT COORD.

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

FUELS

ARCH. / INTER.

ELEC.

MECH.

CIVIL / ENVIR.

STRUCT.

DATECHIEF, DAM SAFETY PROD.

CENTER

GEOT./ DAM SAFETY

A H

A D

T R

GRAND FORKS AFB, NORTH DAKOTA

MUNITIONS MAINTENANCE AND INSPECTION FACILITY

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

C O

V E

R I

N D

E X

A N

S I

G-001

M S

H O

F F

M A

H O

F F

M A

M S

W F

W9128F20R0044

02/24/2021

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:29:47 AM 2/23/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\ABBREVIATIONS

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

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

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

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

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

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

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

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

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

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

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

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

OPERATIONSOPS

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

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

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

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 THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

A H

N E

E N

A M

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A P

O L A

V E

E N

U M

B E

G F

G -0

.d g n

A N

S I

G-002

A B

B R

E V

H O

F F

M A

H O

F F

M A

M S

O M

A H

A D

T R

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

UNO UNLESS NOTED OTHERWISE

W F

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:39:19 AM 2/23/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\LEGEND

®of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

E N

A M

DHW

DCW

VENT

ACID WASTE

SANITARY

ACID VENT

ACID

SAN

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

C D

A-

CLEAN OUT

FLOOR DRAIN

CWS

CWR

CHWS

CHWR

GCWS

THERMOSTATT

GCWR

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

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

20 O/

700 CFM

HPS

LPC

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

12 x 6

20 x 12

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

VAC

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

ROADS

WALKS

CULVERT

77.2

OR OR

PIV

MW-2

MW-1

DH-2 DH-2

PIV

BUILDINGS

CURB & GUTTER

RAILROAD

CONTOURS

STORM DRAIN

DIRECTION OF DRAINAGE

SPOT GRADE ELEVATIONS

SUBDRAIN

FIRE WATER LINE

FORCE MAIN

SANITARY SEWER

WATER LINE

SUBDRAIN OUTLET LINE

OBSERVATION RISER

UTILITY LINE

WASTE DRAIN

SUBDRAIN FLUSHING &

AREA INLET

FIRE HYDRANT

POST INDICATOR VALVE

MONITORING WELL

CONTROL POINT

DRILL HOLE

CURB INLET

DEPENDING ON TYPE OF

OR SERVICE STOP & BOX

PROPERTY LINE MONUMENT

FIRE PROTECTION WATER LINE

MANHOLE SELF EXPLANATORY

GATE VALVE & VALVE BOX

MODSEC.

AS INDICATED

WOOD

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

WOVEN WIRE

BARBED WIRE

CHAIN LINK SECURITY

SUPPLY GRILLE (SG)

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

NEWEXISTING

CIVIL LEGEND

NEWEXISTING

ARCHITECTURAL LEGEND

FENCES

GLOBE VALVE

W/TAMPER SWITCH

NEEDLE VALVE

STRAINER

HOSE GATE VALVE

GATE VALVE

SOLENOID VALVE

RELIEF VALVE

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

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 1

101101

G F

G -0

.d g n

O M

A H

A D

T R

A P

O L A

V E

E N

U M

B E

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G-003

H O

F F

M A

H O

F F

M A

M S

A N

S I

W F

L E

G E

N D

MATCH LINE SEE SHEET 7536

VASI LIGHTS

ï T

R U

A R I

G î

I N S T

R U

M E

N W

E X

T E

N D

N T

E R

L I

N E

CEILOMETER

VASI LIGHTS

T/W F

T/W E

T/W D

GOLF COURSE

WINDSOCK

P A

R A

L L

B L

F L

E C

T O

R S

B L

F L

E C

T O

R S

B L

F L

E C

T O

R S

T/W A

ALERT AVE.

RAMP

2ND

RAMP

AVE.

GOLF COURSE

B L

L E

C T

O R S

B L

L E

C T

O R S

B L

L E

C T

O R S

1040.8 LB. CL. 1.1

S T

1250'

DOCK

NOSE DOCK

RAMP

1ST AVE.

3RD AVE.

10"

E I E L S

O N

S T

E I

E L

STEEN BLVD.

W W

RECREATION

LOX AVE.

E I

E L

AREA

7TH AVE.

BASKETBALL

COURT

CEMETERY

PET

6TH AVE.

BASKETBALL

V A

N D

E N

B U

ELLSWORTH

PLAYGROUND

W A

R R

TRAILER COURTS

(HOUSING)

H A

W A I

AVE.

TENNIS CT

HOLLY DR.

PLAYGROUND

7TH AVE.

S T

H O

L Z

A P

H O

L Z

A P

I N

D I

PLAYGROUND

6TH AVE.

BASKETBALL

COURT

O R

E G

I O

PLAYGROUND

P E

SPRUCE

WILLOW AVE.

REDWOOD DR.

ASPEN AVE.

MAXWELL AVE.

POPLAR AVE.

PLAYGROUND

HOUSING AREA

(PERMANENT)

PLAYGROUND

JUNIPER AVE.

MARCH DR.

PLAYGROUND

KORINA AVE.

PLAYGROUND

TEAK AVE.

GUMWOOD

K E

N T

U C

DRIVE

STEEN BLVD.

HEMLOCK RD.

SYCAMORE DR.

BIRCH AVE.

AVE.

SYCAMORE DR.

ASH AVE.

L O

U I

S I

S T

L O

U I

S I

MARCH DR.

PLAYGROUND

L O

U I

S I

N. NEVADA DR.

HICKAM DR.

PLAYGROUND

VISITOR

CENTER

HICKAM DR.

RANDOLPH AVE.

CEDAR

BEECH

LANGLEY

REDWOOD DR.

S. NEVADA DR.

REDWOOD DR.

SPRUCE

SPRUCE DR.

M O

N T

MARCH DR.

SCHOOL

TWINING

AVE.

M I

S S

O U

AVE.

DR.

SCHOOL

EIELSON

C O

U N

T Y

H I

C K

N E

V A

B E

B A

U N

D A

R Y

R O

A D

H I

C K

M A

C O

U N

C O

U N

FREEDOM

DR.

PLAYGROUND

S U

N F L

A K E

PLAYGROUND

BASE BOUNDARY

C I R

D A

K O

SUNFLAKE

HOUSING AREA

(PERMANENT)

SUNFLAKE

CIR.

DAKOTA

M E

A D

O W

L A

R K

L A

N E

D R

CONTRACTOR LAYDOWN

SITE LOCATION AND

BUILDING DEMO LOCATION

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:07:43 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\LOCATION PLAN

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

SCALE: 1" = 600'-0"

600'0 1200'

VICINITY MAP

NO SCALE

SCALE: 1" = 600'

PROJECT LOCATION PLAN AND CONTRACTOR ACCESS ROUTE

E C

L O

C A

N P

L A

G-004

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

A N

S I

D G

F B

G -0

.d g nW

BUILDING 729

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INSPECTION FACILITY

MAINTENANCE AND

MUNITIONS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:51:32 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\BORING LOCATION PLAN

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

B-101

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

B .d g n

H A

G L

O C

A T

N P

L A

R S

C F

Z S

C H

2. SEE SHEET B-301 FOR BORING LOGS.

1. COORDINATE SYSTEM: NORTH DAKOTA NORTH (3301), DATUM: NAVD88, NAD83.

GENERAL NOTES:

BORING INFORMATION:

LEGEND:

BORING ID NORTHING EASTING ELEVATION (FT)

GF20-01

GF20-02

GF20-03

GF20-04

GF20-05

357820.43

357809.76

357827.87

357717.98

357797.73

2734254.76

2734365.83

2734470.87

2734420.64

2734749.72

894.0

896.5

895.5

896.5

GF 20-01

GF 20-02

GF 20-03

GF 20-04

GF 20-05

APPROXIMATE BORING LOCATION

W F

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

% fines

E L E

V A

N I

N F

E E

N A

V D

BORING LEGEND

GF20-01

VEGETATION AT SURFACE

DATUM: NAVD88, NAD83

COORDINATE SYSTEM: NORTH DAKOTA NORTH STATE PLANE (3301) 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

C.I. 6/4

6/5

C.I. 6/5

4% coarse sand, 21% medium sand, 20% fine sand, 49% fines

SANDY LEAN CLAY (CL), light gray, soft, moist, 6% gravel, E L E

V A

N I

N F

E E

N A

V D

JUNE 4, 2020

E 2734254.76

N 357820.43

6/4

6/5

C.I. 6/4

UCS

VEGETATION AT SURFACE

6/5

C.I. 6/4

ELEV. 894.0 ft.

E 2734254.76

N 357820.43

JUNE 4, 2020

GF20-01

ELEV. 896.5 ft.

E 2734365.83

N 357809.76

JUNE 4, 2020

GF20-02

ELEV. 895.5 ft.

E 2734470.87

N 357827.87

JUNE 5, 2020

GF20-03

ELEV. 895.5 ft.

E 2734420.64

N 357717.98

JUNE 5, 2020

GF20-04

ELEV. 896.5 ft.

E 2734749.72

N 357797.73

JUNE 4, 2020

GF20-05

6/5

C.I. 6/5

EOB - 25.0' BELOW GROUND SURFACE

26% fine sand, 69% fines

SANDY LEAN CLAY (CL), gray, soft, moist to wet, 5% medium sand, C.I. 6/5

EOB - 10.0' BELOW GROUND SURFACE

C.I. 6/5

EOB - 15.0' BELOW TOP OF PAVEMENT

AGGREGATE BASE, 0.5 ft. thick

CONCRETE, 0.8 ft. thick

EOB - 25.0' BELOW GROUND SURFACE

LEAN CLAY (CL), dark gray, medium stiff, moist, trace fine sand

FAT CLAY (CL), gray, stiff, moist, trace fine sand

FAT CLAY (CH), gray to dark gray, stiff, moist, trace fine sand stiff at about 9 ft.

59% fines stiff, moist, 1% coarse sand, 4% medium sand, 36% fine sand, SANDY LEAN CLAY (CL), light gray to dark gray, medium stiff to moist, 8% medium sand, 20% fine sand, 72% fines

LEAN CLAY WITH SAND (CL), light grayish brown to gray, very stiff, FAT CLAY (CH), gray, stiff to very stiff, moist, trace fine sand medium dense, moist, 4% medium sand, 53% fine sand, 43% fines

56% fine sand, 39% fines

CLAYEY SAND (SC), grayish brown, loose, moist, 5% medium sand, 3% medium sand, 59% fine sand, 38% fines

SANDY LEAN CLAY (CL), dark gray, medium stiff, moist

1% coarse sand, 9% medium sand, 29% fine sand, 61% fines

FAT CLAY (CH), light gray, stiff, moist trace gravel

LEAN CLAY WITH SAND (CL), light grayish brown, very stiff, moist, FAT CLAY (CH), dark gray, stiff, moist moist, 8% medium sand, 37% fine sand, 55% fines

SANDY LEAN CLAY (CL), dark gray, medium stiff to stiff, dry to

FAT CLAY (CH), light grayish brown, stiff, moist, trace fine sand stiff, moist, trace gravel

LEAN CLAY WITH SAND (CL), light grayish brown, medium stiff to

51% fine sand, 11% fines dense, moist, 5% gravel, 7% coarse sand, 26% medium sand, POORLY GRADED SAND WITH SILT (SP-SM), brown, medium

10% fines

2% gravel, 4% coarse sand, 30% medium sand, 54% fine sand, 5% medium sand, 14% fine sand, 80% fines

LEAN CLAY WITH SAND (CL), gray, stiff, moist, 1% coarse sand, stiff, moist, trace gravel

LEAN CLAY WITH SAND (CL), light grayish brown, medium stiff to

865 865

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

ELEV. 894.0 ft.

5% coarse sand, 15% medium sand, 31% fine sand, 43% fines

CLAYEY SAND (SC), dark gray, loose, dry, 6% gravel, 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 3301, NORTH DAKOTA NORTH

UNITED STATES STATE PLANE COORDINATES,

DATE BORING COMPLETED

BORING NUMBER

EOB

8 CL

DEPTH (FT)

0.0

32%

30%

20%

25.0

MCUCS DD LL PI

824%

24%

DEPTH (FT)

0.0

31%

25.0

MCUCS DD LL PI

30 13

21%

24%

22%

25%

DEPTH (FT)

0.0

25.0

MCUCS DD LL PI

23%

22% 101 pcf

35%

24%

4,830 psf

15%

22%1,910 psf

106 pcf3,890 psf

22%

21%1,220 psf

100 pcf

23% 4,050 psf 101 pcf

3,890 psf 21% 106 pcf

32 12

5.0

8.0

13.0

37 18

4.0

34 16

8.0

DEPTH (FT)

0.0

10.0

MCUCS DD LL PI

28% 12

30%

22%

25%1,040 psf

5.0

63 36

8.0

DEPTH (FT)

0.0

15.0

MCUCS DD LL PI

24%

20% 107 pcf 15

34% 8

13%

2,340 psf

102 pcf3,380 psf

5.5

31 14

8.0

16%

1,750 psf 99 pcf

99 pcf

2,780 psf 21% 103 pcf

3.0

16% 102 pcf 12%

27 11

97 pcf

33 14

62 35

19%

17%

16%

83 53

24%

34 1518% 102 pcf

90 pcf

1.3

20%

13.0

18.0

35 16

13.0

23.0

SP-SM

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:25:33 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

B-301

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

B .d g n

H A

R S

C F

Z S

C H

B O

G L

O G

W F

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INVERT = 885.245

MATERIAL = PVC

DIAMETER = 30"

INVERT = 885.416

MATERIAL = RCP

DIAMETER = 30"

L E

V A

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A T

N .7

M A T E R

L R

C P

M E T E R

V E R T

RIM ELEVATION = 889.802

MATERIAL = RCP

DIAMETER = 8"

INVERT = 886.902CB

E R

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A T

N .8

M A T E R

L R

C P

M E T E R

V E R T

L E

V A

M A

T E

L R

C P

M E

T E

E R

INVERT = 890.851

ATERIAL = CM

DIAM

ETER = 18"

INVERT = 890.871

ATERIAL = CM

DIAM

ETER = 18"

L E

V A

M A

T E

L P

V C

M E

T E

E R

L E

V A

M A

T E

L P

V C

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A

M A

T E

L P

V C

M E

T E

E R

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

M A

T E

L R

C P

M E

T E

L E

V A

M A

T E

L P

V C

M E

T E

E R

RIM ELEVATION = 891.486

MATERIAL = PVC

DIAMETER = 6"

INVERT = 882.096

L E

V A

M A

T E

L R

C P

M E

T E

E R

L E

V A

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A

M A

T E

L R

C P

M E

T E

E R

V A T

N 1.

M A T E R

L P

V C

M E T E R

V E R T

L E

V A

M A

T E

L R

C P

M E

T E

E R

RIM ELEVATION = 891.726

MATERIAL = RCP

DIAMETER = 8"

INVERT = 891.726

E R

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A

M A

T E

L R

C P

M E

T E

E R

V A T

N .0

M A T E R

L P

V C

M E T E R

V E R T

INVERT = 892.162

MATERIAL = RCP

DIAMETER = 30"

RIM ELEVATION = 892.842

MATERIAL =

DIAMETER = "

INVERT = 892.842-INVERT

L E

V A

M A

T E

L P

V C

M E

T E

E R

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

RIM ELEVATION = 893.678

MATERIAL = PVC

DIAMETER = 6"

INVERT = 886.048

RIM ELEVATION = 893.695

MATERIAL = PVC

DIAMETER = 6"

INVERT = 884.855

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

L E

V A

M A

T E

M E

T E

E R

-I

N V

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

RIM ELEVATION = 894.896

MATERIAL =

DIAMETER = "

INVERT = 894.896-INVERT

L E

V A

M A

T E

M E

T E

E R

-I

N V

895 895

895 8

RIM ELEVATION = 895.213

MATERIAL = PVC

DIAMETER = 6"

INVERT = 881.983

L E

V A

M A

T E

L P

V C

M E

T E

E R

RIM ELEVATION = 895.228

MATERIAL = PVC

DIAMETER = 6"

INVERT = 881.338

BUILDING 737

BUILDING 729

RIM ELEVATION = 895.984

MATERIAL =

DIAMETER = "

INVERT = 895.984-INVERT

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:04:16 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\GFB3VF100

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

V F .d g n

CONSTRUCTION.

1. WATER LINE LOCATION NEEDS TO BE VERIFIED PRIOR TO

NOTES:

100' 200'0

SCALE: 1" = 100'-0"

D F

E C

H N

E R

O V

E R

A L L A

R E

E X

G C

O N

N S P

L A

VF100

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

W F

A MUNITIONS HOLDING PAD

EXISTING PAVEMENT WILL BE USED AS

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INVERT = 890.871

ATERIAL = CM

DIAM

ETER = 18"

E R

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

895 895

BUILDING 729

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:40:53 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\VF101

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

D F

E C

H N

E R

A R

E A

E X

G C

O N

N S P

L A

VF101

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

V F .d g n0 /2

CONSTRUCTION.

1. WATER LINE LOCATION NEEDS TO BE VERIFIED PRIOR TO

NOTES:

W F

12"

TOWER

6"714

12"

W W

5/8" REBAR WITH ALUMINUM CAPELEVATION = 892.751EASTING = 2735068.656NORTHING = 358672.267IH 20-29 B

WATER LINES

VERIFY LOCATIONS OF

CONTRACTOR WILL NEED TO

THE NORTH TO THIS POINT.

WATER LINE RUNS FROM

5/8" REBAR WITH ALUMINUM CAPELEVATION = 894.575EASTING = 2734446.915NORTHING = 358646.815IH 20-29 A

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

M A

T E

L R

C P

M E

T E

INVERT = 890.851

ATERIAL = CM

DIAM

ETER = 18"

L E

V A

M A

T E

L P

V C

M E

T E

E R

L E

V A

M A

T E

L P

V C

M E

T E

E R

"5/8"" REBAR WITH ALUMINUM CAP"

RIM ELEVATION = 892.842

MATERIAL =

DIAMETER = "

INVERT = 892.842-INVERT

L E

V A

M A

T E

L P

V C

M E

T E

E R

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:51:29 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\VF102

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

D F

E C

H N

E R

A R

E A

E X

G C

O N

N S P

L A

VF102

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

V F .d g n0 /2

CONSTRUCTION

1. WATER LINE LOCATION NEEDS TO BE VERIFIED PRIOR TO

NOTES:

W F

COULD NOT LOCATE OTHER END

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INVERT = 885.245

MATERIAL = PVC

DIAMETER = 30"

INVERT = 885.416

MATERIAL = RCP

DIAMETER = 30"

L E

V A

M A

T E

L R

C P

M E

T E

E R

M A

T E

L R

C P

M E

T E

L E

V A T

N .7

M A T E R

L R

C P

M E T E R

V E R T

RIM ELEVATION = 889.802

MATERIAL = RCP

DIAMETER = 8"

INVERT = 886.902CB

L E

V A T

N .8

M A T E R

L R

C P

M E T E R

V E R T

L E

V A

M A

T E

L R

C P

M E

T E

E R

L E

V A

M A

T E

L P

V C

M E

T E

E R

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

L E

V A

M A

T E

L P

V C

M E

T E

E R

RIM ELEVATION = 891.486

MATERIAL = PVC

DIAMETER = 6"

INVERT = 882.096

L E

V A

M A

T E

L R

C P

M E

T E

E R

L E

V A

M A

T E

L R

C P

M E

T E

E R

L E

V A

M A

T E

L R

C P

M E

T E

E R

L E

V A

M A

T E

L R

C P

M E

T E

E R

V A T

N .7

M A T E R

L P

V C

M E T E R

V E R T

L E

V A

M A

T E

L R

C P

M E

T E

E R

RIM ELEVATION = 891.726

MATERIAL = RCP

DIAMETER = 8"

INVERT = 891.726

L E

V A

M A

T E

L R

C P

M E

T E

E R

V A T

N .0

M A T E R

L P

V C

M E T E R

V E R T

INVERT = 892.162

MATERIAL = RCP

DIAMETER = 30"

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

RIM ELEVATION = 893.678

MATERIAL = PVC

DIAMETER = 6"

INVERT = 886.048

RIM ELEVATION = 893.695

MATERIAL = PVC

DIAMETER = 6"

INVERT = 884.855

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

L E

V A

M A

T E

M E

T E

E R

-I

N V

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

RIM ELEVATION = 894.896

MATERIAL =

DIAMETER = "

INVERT = 894.896-INVERT

L E

V A

M A

T E

M E

T E

E R

-I

N V

E R

895 8

RIM ELEVATION = 895.213

MATERIAL = PVC

DIAMETER = 6"

INVERT = 881.983

L E

V A

M A

T E

L P

V C

M E

T E

E R

RIM ELEVATION = 895.228

MATERIAL = PVC

DIAMETER = 6"

INVERT = 881.338

BUILDING 737

RIM ELEVATION = 895.984

MATERIAL =

DIAMETER = "

INVERT = 895.984-INVERT

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:10:35 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\GFB3VF103

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

V F .d g n

CONSTRUCTION

1. WATER LINE LOCATION NEEDS TO BE VERIFIED PRIOR TO

NOTES:

D F

E C

H N

E R

A R

E A

E X

G C

O N

N S P

L A

VF103

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

W F

(OPTION)

TO BE REMOVED

BITUMINOUS PAVEMENT

(OPTION)

TO BE REMOVED

BITUMINOUS PAVEMENT

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N 357,877.73

E 2,734,512.94 N 357,875.57

E 2,734,491.45

N 357,762.76

E 2,734,566.95

N 357,749.29

E 2,734,266.30

N 357,727.39

E 2,734,266.30

N 357,704.91

E 2,734,527.48 N 357,704.91

E 2,734,508.86

N 357,739.09

E 2,734,566.95

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:56:25 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\CD101A

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

D F

E C

H N

E R

A R

E A

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

D E

M O

N P

L A

N O

P T

CD101A

G F

C D

A .d g n

W F

BUILDING 737

WORK DONE BY PRIVATE UTILITY

REMOVE TRANSFORMER

LEAVE EXISTING PAVEMENT IN PLACE

SAWCUT PAVEMENT AT EDGE OF BUILDING 737

LEAVE EXISTING PAVEMENT IN PLACE

SAWCUT PAVEMENT AT EDGE OF BUILDING 737

44.89'

SURVEY REQUIRED

BUILDING 737. HAZMAT

BUILDING DEMOLITION OF

232.25'

REMOVE AND DISPOSE

OIL/WATER SEPARATOR

UNDERGROUND

REMOVE AND DISPOSE

SPILL CONTAINMENT TANK

UNDERGROUND

REMOVE AND DISPOSE

SANITARY SEWER MANHOLE

REMOVE AND DISPOSE

SANITARY SEWER SERVICE

APPROXIMATE LOCATION

REMOVE AND DISPOSE

SANITARY SEWER SERVICE

REMOVE AND DISPOSE

SANITARY SEWER MANHOLE

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:18:31 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\CD103

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

D F

E C

H N

E R

A R

E A

D E

M O

N P

L A

CD103

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

C D

.d g n

OF THE MUNITIONS MAINTENANCE FACILITY IS COMPLETE.

DEMOLITION OF BUILDING 737 SHALL NOT BEGIN UNTIL CONSTRUCTION 1.

NOTES:

W F

BUILDING 729 W

TOWER

LOT TO FACILITY

SIDEWALK FROM PARKING

CROSSWALK

STRUCTURAL STOOP

STOOPS

STRUCTURAL

BITUMINOUS PAVEMENT

DRIVE INTO FACILITY BITUMINOUS PAVEMENT

DRIVE OUT OF FACILITY

SEE ELECTRICAL SPECS

GROUNDING POINT

AT DOWNSPOUT OUTLETS

SPLASH BLOCKS INSTALLED

LOT TO FACILITY

SIDEWALK FROM PARKING

POV PARKING LOT

WORK SHALL BE DONE

EXISTING CONCRETE TO REMAIN AND NO NEW

MUNITIONS HOLDING PAD DESIGNATED IN 1391

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INSPECTION FACILITY

MAINTENANCE AND

MUNITIONS

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:24:15 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\CS101

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

D F

E C

H N

E R

A R

E A

E P

L A

CS101

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

C S .d g nW

BUILDING 729 W

TOWER

BITUMINOUS PAVEMENT

DRIVE INTO FACILITY BITUMINOUS PAVEMENT

DRIVE OUT OF FACILITY

(OPTION)

PAVEMENT

TIE INTO EXISTING

SEE ELECTRICAL SPECS

GROUNDING POINT

STRUCTURAL STOOP

STOOPS

STRUCTURAL

AT DOWNSPOUT OUTLETS

SPLASH BLOCKS INSTALLED

LOT TO FACILITY

SIDEWALK FROM PARKING

CROSSWALK

(OPTION)

PAVEMENT

TIE INTO EXISTING

(OPTION)

PAVEMENT

TIE INTO EXISTING

(OPTION)

BITUMINOUS PAVEMENT

REPLACE EXISTING

(OPTION)

PAVEMENT

TIE INTO EXISTING

(OPTION)

BITUMINOUS PAVEMENT

REPLACE EXISTING

POV PARKING LOT

(OPTION)

BITUMINOUS PAVEMENT

REPLACE EXISTING

WORK SHALL BE DONE

EXISTING CONCRETE TO REMAIN AND NO NEW

MUNITIONS HOLDING PAD DESIGNATED IN 1391

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

INSPECTION FACILITY

MAINTENANCE AND

MUNITIONS

KEYPLAN SCALE: 1" = 500'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:28:21 PM 2/24/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\GFB3CS101A

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

30' 60'0

SCALE: 1" = 30'-0"

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

G F

C S

A .d g n

D F

E C

H N

E R

A R

E A

E P

L A

N O

P T

CS101A

D F

E C

H N

E R

D F

E C

H N

E R

D A

V E

N P

O R

A N

S I

W F

BUILDING 729

(TYP.)

BOLLARD

DO NOT DISTURB

EXISTING FIRE HYDRANT

DO NOT DISTURB

EXISTING BUILDING 738

DO NOT DISTURB

EXISTING STORM CULVERT

DO NOT DISTURB

EXISTING STORM CULVERT

WORK BY BASE UTILITIES INC.

TIE-IN NEW WATER MAIN

APPROXIMATE LOCATION

WORK BY BASE UTITLIES INC.

NEW 8" WATER MAIN

WORK BY BASE UTILITIES INC.

FORCE MAIN LINE

4" SANITARY SEWER

WORK BY BASE UTILITIES INC.

APPROXIMATE LOCATION

NEW FIRE HYDRANT

WORK BY BASE UTILITIES INC.

NEW 8" WATER VALVE

WORK BY BASE UTILITIES INC.

COMBINED FIRE AND DOMESTIC WATER

8" WATER SERVICE LINE

WORK BY BASE UTILITIES INC.

NEW WATER MAIN WORK BY BASE UTILITIES INC.

APPROXIMATE LOCATION

NEW FIRE HYDRANT

WORK BY BASE UTILITIES INC.

TIE-IN NEW WATER MAIN

APPROXIMATE LOCATION

WORK BY BASE UTILITIES INC.

NEW 8" WATER MAIN

DO NOT DISTURB

EXISTING FENCE

INVERT ELEV. = 892.842

RIM ELEVATION = 892.842

WORK BY BASE UTILITIES INC.

TIE INTO EXISTING MANHOLE

DO NOT DISTURB

EXISTING WATER VALVE

COMM DUCTBANK

EXISTING UNDERGROUND

COMM DUCTBANK

EXISTING UNDERGROUND

COMM DUCTBANK

EXISTING UNDERGROUND

COMM DUCTBANK

EXISTING UNDERGROUND

COMM DUCTBANK

EXISTING UNDERGROUND

COMM DUCTBANK

NEW UNDERGROUND

SYSTEM HERE

EXISTING COMM

CONNECT TO

LIFT STATION

NEW SAN. SEWER

APPROX. LOCATION

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:29:01 AM 2/26/2021

...\GF\GFB3\40000 Design Products\CAD_BIM\_Sheets\CU101

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

SCALE: 1" = 60'-0"

CU101

B E

R G

E R

B E

R G

E R

D A

V E

N P

O R

A N

Y P

L A

KEYPLAN SCALE: 1" = 500'

G F

C U

.d g n

M U

N S M

T E

N A

N C

E A

N D I

N S

P E

C T

N F

A C

G R

A N

D F

O R

K S A

F B

N O

R T

H D

A K

O T

O M

A H

A D

T R

60' 120'0

KEYPLAN SCALE: 1" = 500'

1 PHASE

120/240 V

T710, 25 KVA

TRANSFORMER

EXISTING

PEDESTAL

COMM

EXISTING

"GRAND FORKS TECHNICAL PROVISIONS SECTION 01000" FOR MORE INFORMATION.

LUGS, AND GFAFB WILL OWN THE SECONDARY CONDUCTORS. SEE ATTACHMENT

2. NODAK ELECTRIC WILL OWN THE DISTRIBUTION TRANSFORMER SECONDARY

SBREIDENBACH@NODAKELECTRIC.COM FOR COORDINATION.

NODAK ELECTRIC. CONTACT STEVE BREIDENBACH, (701)795-6759,

1. PRIMARY ELECTRICAL DISTRIBUTION FOR GFAFB IS PRIVATIZED AND OWNED BY

GENERAL NOTES:

W F

D A

V E

N P

O of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

AX100

G B

G P

H O

G R

F O

, N O

O M

O L

O M

A, N E

R . A

R S

O R

U P

O R

U P

-X

U M

M U

S M

N F

3_ M

M &I

-A R

C H

.rv t

EXISTING WORKSTATION EXISTING DOOR EXISTING WAREHOUSE EXISTING WAREHOUSE EXISTING DOOR AND PANELING EXISTING OFFICE EXISTING HALLWAY

EXISTING ROOF FAILURE EXISTING WAREHOUSE EXISTING WAREHOUSE EXISTING WAREHOUSE EXISTING WORKSTATION

EXISTING PANELING FAILURE EXISTING WORKSTATION EXISTING WAREHOUSE EXISTING WAREHOUSE EXISTING WAREHOUSE DOORS

A-202

A-201

A-202

A-201

933 SF

BAY

159 SF

PUMP

ROOM

84 SF

ELECTRICAL

353 SF

OPEN

OFFICE

102 SF

MECHANICAL

16 SF

JANITOR

90 SF

MENS

65 SF

WOMENS

84 SF

KITCHEN/

BREAK

105 95 SF

SUPERVISOR

95 SF

OPERATIONS

109 SF

CORRIDOR

102B

26 SF

STORAGE

45 SF

VESTIBULE

COMM

A-301

50' - 0"

4" 8"

4" 4'

0" 2'

8" 5'

8" 4'

50' - 0"

4' - 8" 40' - 8" 4' - 8"

12' - 8" 3' - 4" 6' - 0" 3' - 4" 6' - 0" 3' - 4" 6' - 0" 3' - 4" 6' - 0"

4" 3'

8" 6'

0" 8"

4" 2'

CANOPY

ABOVE

EYE WASH

1 2

WALK OFF MAT

11' - 6"

16' - 6"

0" 5'

6" 4'

9' - 1"5' - 4"

14' - 5"

5' - 0" 5' - 4" 2' - 11" 7' - 10"

38' - 4"

WATER FOUNTAIN W/

BOTTLE FILLER

DOWNSPOUTS, TYP

ONE LANE DIRECTION

8" STEEL BOLLARD,

PAINTED, ALIGN TO DOOR

JAMB UNO, TYP FOR 10

STC-

RATED

WALL

STC-RATED WALL

8' - 8" 8' - 6" 9' - 6" 9' - 0" 12' - 0"

HIGH SECURITY

HASP AT DOOR

SPLASH BLOCK, TYP

WORK TABLE

1064 SF

HIGH BAY

13 SF

CANOPY

1599 SF

SUPPORT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-101

R P

G R

F O

, N O

O M

O L

O M

A, N E

R . A

R S

R . A

R S

O R

U P

O R

U P

-X

U M

M U

S M

N F

3_ M

M &I

-A R

C H

.rv t

1/4" = 1'-0"1

MUNITIONS MAINTENANCE &

INSPECTION FACILITY FLOOR PLAN

4' 8'2'0

1/4" = 1' - 0"

PLAN NORTH

ROOM SCHEDULE

ROOM NO. ROOM NAME NET AREA

100 BAY 933 SF

101 VESTIBULE 45 SF

102 OPEN OFFICE 353 SF

102B CORRIDOR 109 SF

103 OPERATIONS 95 SF

104 SUPERVISOR 95 SF

105 KITCHEN/

BREAK

84 SF

106 JANITOR 16 SF

107 MENS 90 SF

108 WOMENS 65 SF

109 STORAGE 26 SF

110 PUMP ROOM 159 SF

111 MECHANICAL 102 SF

112 ELECTRICAL 84 SF

GENERAL NOTES:

1. SEE ROOM DATA SHEETS, ATTACHED TO THE RFP FOR SPACE-

BY-SPACE FINISH, EQUIPMENT, AND PERFORMANCE

REQUIREMENTS.

2. SEE ROOM DATA SHEETS FOR ALL EQUIPMENT AND BUILDING

ACCESSORY REQUIREMENTS PER SPACE. ANNOTATIONS ON

PLAN ARE NOT COMPREHENSIVE, BUT IDENTIFY PREFERRED

MOUNTING LOCATIONS FOR CERTAIN ITEMS. COORDINATE ALL

FINAL MOUNTING LOCATIONS WITH GOVERNMENT.

1/16" = 1'-0"2 GROSS AREA PLAN

GROSS BUILDING AREA

SPACE AREA

CANOPY 13 SF

HIGH BAY 1064 SF

SUPPORT 1599 SF

2677 SF

32'8'0 16'

AREA NOTES:

1. TOTAL FULL-SCOPE AREA FOR THE FACILITY AS

DRAWN IS 2,677 SQUARE FEET. TOTAL (ROUNDED)

AREA FOR THE ENTIRE FACILITY SHALL NOT EXCEED

2,700 SQUARE FEET.

2. CANOPY AREA CALCULATED AT 50% OF ACTUAL (26 SF).

FINISH FLOOR

100' - 0"

T.O. HIGH WAINSCOT

107' - 4"

T.O. SUPPORT SPACE

114' - 0"

T.O. HIGH BAY

122' - 0"

A-301

T.O. LOW WAINSCOT

103' - 4"

INSULATED METAL PANEL, MP-1,

AMS-STD-595A 23531 OR SIMILAR FACTORY

FINISH TO MATCH BASE STANDARD

CONCRETE MASONRY UNIT,

BURNISHED BLOCK, TO

MATCH BASE STANDARD

CONCRETE MASONRY UNIT,

BURNISHED BLOCK, TO

MATCH BASE STANDARD

SILL BLOCKS AT TOP COURSE

OF BURNISHED BLOCK CMU,

TYP FOR ALL CMU

INSULATED METAL PANEL, MP-2 DARK

BRONZE TO MATCH BASE STANDARD

AWNING, DARK BRONZE

TO MATCH BASE

STANDARD

OPEN-FACED

DOWNSPOUTS, DARK

BRONZE ANNODIZED FINISH,

EXTERIOR & INTERIOR, TYP

METAL ROOF PANEL, DARK BRONZE

TO MATCH BASE STANDARD, TYP

118' - 9"

2'-0"H x 3'-0"W FIXED WINDOWS W/

TRANSLUSCENT GLAZING, EQUALLY-

SPACED, DARK BRONZE, ALUMINUM

FRAMED TO MATCH BASE STANDARD

115' - 0"

117' - 0"

SPLASH BLOCK, TYP

8" STEEL BOLLARD, PAINTED, ALIGN

TO DOOR JAMB UNO, TYP

EXTERIOR LIGHT FIXTURE TO

MATCH BASE STANDARD, TYP

METAL PARAPET CAP TO MATCH MP-1, TYP

FINISH FLOOR

100' - 0"

T.O. HIGH WAINSCOT

107' - 4"

T.O. SUPPORT SPACE

114' - 0"

T.O. HIGH BAY

122' - 0"

A-301

T.O. LOW WAINSCOT

103' - 4"

1 2

INSULATED METAL PANEL, MP-1,

AMS-STD-595A 23531 OR SIMILAR FACTORY

FINISH TO MATCH BASE STANDARD

CONCRETE MASONRY UNIT,

BURNISHED BLOCK, TO

MATCH BASE STANDARD

SILL BLOCKS AT TOP COURSE

OF BURNISHED BLOCK CMU,

TYP FOR ALL CMU INSULATED METAL PANEL, MP-2 DARK

BRONZE TO MATCH BASE STANDARD

AWNING, DARK BRONZE

TO MATCH BASE STANDARD

OPEN-FACED DOWNSPOUTS, DARK

BRONZE ANNODIZED FINISH,

EXTERIOR & INTERIOR, TYP

METAL ROOF PANEL, DARK BRONZE TO

MATCH BASE STANDARD, TYP

8" 4'

10' - 3"

OPERABLE CASEMENT

WINDOWS, WITH CLEAR

GLAZING, DARK BRONZE,

ALUMINUM FRAMED TO

MATCH BASE STANDARD

INSULATED METAL PANEL, MP-2 DARK

BRONZE TO MATCH BASE STANDARD

2'-0"H x 3'-0"W FIXED WINDOWS W/ TRANSLUSCENT

GLAZING, EQUALLY-SPACED, DARK BRONZE,

ALUMINUM FRAMED TO MATCH BASE STANDARD

117' - 2"

119' - 2"

EXTERIOR LIGHT FIXTURE TO

MATCH BASE STANDARD, TYP

SPLASH BLOCK, TYP

8" STEEL BOLLARD,

PAINTED, ALIGN TO

DOOR JAMB UNO, TYP

METAL PARAPET CAP TO MATCH MP-1, TYP

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-201

N O

A N

D S

O U

N S

G R

F O

, N O

O M

O L

O M

A, N E

R . A

R S

R . A

R S

O R

U P

O R

U P

-X

U M

M U

S M

N F

3_ M

M &I

-A R

C H

.rv t

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION

4' 8'2'0

1/4" = 1' - 0"

MP-2, DARK BRONZE METAL PANEL, BASE STANDARD

BURNISHED BLOCK, BASE STANDARD

MP-1, AMS-STD-595A 23531, BASE STANDARD

T.O. HIGH WAINSCOT

107' - 4"

T.O. SUPPORT SPACE

114' - 0"

T.O. HIGH BAY

122' - 0"

T.O. LOW WAINSCOT

103' - 4"

A-301 __________________________________________B

INSULATED METAL PANEL, MP-1,

A…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 26, 2021.