Dwgs_Vol_1_Left_Tailrace_Waterline.pdf

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg12:57:20 PM 6/20/2017 pw://COE-NWOPW001OMA.nwo.ds.usace.army.mil:CENWO - Omaha District/Documents/Civil Works/United States of America/Missouri River Basin/Missouri River Main Stem/Big Bend/30500 - Construction E&D/BB76 - Left Tailrace Waterline Replacement/30DA0 - Plans & Spe

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

IN

E E

R

M

A H

A

N E

F

IL

E N

A M

E

A H

A

N E

F

IL

E N

A M

Omaha District

M

A H

A D

IS

T R

IC

T

F

IL

E N

U M

B E

R

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

C

A P

IT

O L A

V E

O M

A H

A D

IS

T R

IC

T

B B

G -0

.d g n

B B

G -0

.d g n

BIG BEND DAM, SOUTH DAKOTA

LEFT TAILRACE WATERLINE REPLACEMENT

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

B

D -1

-3

B B

D -1

-3

A N

S I

D

G-001

A N

S I

D

G-001

INDEX

DESIGN FILE

GENERAL

DESIGN FILE

SHEET NO. DESCRIPTION

SHEET NO. DESCRIPTION

ABBREVIATIONSG-002BB76G-002.DGN

COVER SHEET & INDEXG-001BB76G-001.DGN

ENVIRONMENTAL

PLUMBING SCHEMATIC DETAILSCU501BB76CU500.DGN

STANDARD DETAILSCU500BB76CU500.DGN

UTILITY PLANCU100BB76CU100.DGN

L .B .C

L .B .C

L .B .C

L .B .C

W F -1

-Q

-0

W9128F-17-Q-0083

W F -1

-Q

-0

J U

N E

JUNE 2017

J U

N E

L .B .C

L .B .C

L .B .C

L .B .C

PURCHASE ORDER

V O

L C

O V

E R I

N D

E X

V O

L C

O V

E R I

N D

E X

VOLUME 1 OF 2

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg9:57:52 AM 7/24/2017

...\30500 - Construction E&D\BB76\30DA0 - Plans & Specs\CAD_BIM\_Sheets\30DA0 - Plans & Spe

A H

A

N E

F

IL

E N

A M

E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

B B

G -0

.d g n

A H

A D

IS

T R

IC

T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

/1

/2

A B

B R

E V

IA

T

IO

N S

B B

D -1

-3

A N

S I

D

M

IC

H A

E L T S

M

IT

H

G-002

M

H O

F F

M A

N

M

H O

F F

M A

N

M S

M

IT

H

W F -1

-Q

-0

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

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

TRENCH WIDTHTW

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

A-795R

PZ-02A

PZ-02

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW INVERT=1360.90

VERTICAL PIPE TOP=1361.94

RELIEF WELL #08

636 638

PZ-01R

PZ-A

PZ-03

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW INVERT=1355.68

VERTICAL PIPE TOP=1356.48

RELIEF WELL #06

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW 1361.94

VERTICAL PIPE TOP=1356.84

RELIEF WELL #07

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW INVERT=1356.07

VERTICAL PIPE TOP=1357.04

RELIEF WELL #05

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW INVERT=INVERT=1356.60

VERTICAL PIPE TOP=1357.65

RELIEF WELL #04

FLAP GATE

TOP= 1371.031 SFT

LATERAL PIPE INVERT UNKNOWN

FLOOR OF RW INVERT=1351.35

VERTICAL PIPE TOP=1352.52

RELIEF WELL #09

FLAP GATE

INVERT = 1362.399

.2

.5

INVERT = 1364.923

8 IN CMP W/APRON

.9

INVERT = 1365.005

8 IN CMP W/APRON

1365.017

1365.068

.0

1365.135

INVERT = 1365.309

8 IN CMP

1365.446

5.7

.7

1366.384

1366.448

INVERT = 1366.473

8 IN CMP

.56

.9

.1

.4

.2

C

ABLE

F

EN

C E

.9

.7

TOP= 1371.031 SFT

C A

B L E F

E N

C E

C A

B L E F

E N

C E

GATE

UG E

CHAINLINK FENCE

C H

A

IN

L

IN

K F

E N C E

S

O R

CO

S

A N

S

A N

S

A N

S

A N

CO

S

A N

CO

S

A N

S

A N

S

A N

T

AND PIPING

WELL SYSTEM

EXISTING RELIEF

Embankment Berm Toe

Embankment Berm Toe

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

.0

P O

B

13901390

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+50

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

STATION

WATER LINE 1

13801380

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

STATION

WATER LINE 2

.0

P

O B

.5

P O E

13901390

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0018+50

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

STATION

WATER LINE 3

18+16.25

POE

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

E L E

V A

T

IO

N I

N F

E E

T A

B O

V E M

S L

T R

E A

T M

E N

T B

L D

G

C O

N N

E C

T T

O W

A T

E R

P V I S

T A .0

S E

R V

IC

E C

O N

N E

C T

IO

N

-1 /2

W A

T E

R L

IN

E

P V I S

T A .5

-I

N C

H C

O N

N E

C T

IO

N S

-I

N C

H W

Y E F

O R

P V I S

T A .7

S E

R V

IC

E C

O N

N E

C T

IO

N

-1 /2

W A

T E

R L

IN

E

P V I S

T A .7

-I

N C

H W

A T

E R L

IN

E E

N D

P V I S

T A .3

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .5

Y A

R D H

Y D

R A

N T

Y H

C O

N N

E C

T

P V I S

T A .0

W A

T E

R L

IN

E

C O

N N

E C

T

I S

T A .2

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .8

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .0

Y A

R D H

Y D

R A

N T

Y H

C O

N N

E C

T

I S

T A .5

D U

M P S

T A

T

IO

I S

T A .2

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .6

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .9

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .1

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .5

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .1

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .8

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E P

V I S

T A .1

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E P

V I S

T A .2

W A

T E

R M

A

IN

C O

N N

E C

T

I S

T A .0

G A

T E V

A L

V E T

Y P

P V I S

T A .5

T Y

P

" G

A T

E V

A L

I S

T A

T Y

P

" G

A T

E V

A L

I S

T A .4

G

A T E V

A L V

E T

Y P

P V I S

T A .3

STA 10+47 TO STA 18+16.25

WATERLINE REPLACEMENT (OPTION)

C O

N N

E C

T

IO

N Y

H

W A

T E

R S

E R

V

IC

E

P V I S

T A .6

C O

M F

O R

T S

T A

T

C

N N

E C

T

IO

N

W

A T E

R S

E R

V

IC

I S

T A .3

T O C

O M

F O

R T S

T A

T

R V

IC

E C

O N

N E

C T

IO

N

-I

N C

H T

E E F

O R

P V I S

T A .4

D

IS

C H

A R

G E P

IP

E

R E

L

IE

F W

E L L

P V I S

T A .8

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

S E

E S

H E

E T C

U

S E

E P

A G

E

C U

T O

F F P

L U

G

P V I S

T A

B

O X

" W

A T

E R M

E T

E R

P V I S

T A .2

" G

A T

E V

A L

V E T

Y P

P V I S

T A .2

B

O X

" W

A T

E R M

E T

E R

P V I S

T A

" G

A T

E V

A L

V E T

Y P

P V I S

T A

(SHELTER)

(SHELTER)

(SHELTER)

(SHELTER)

(SHELTER / BATHROOM)

(SHELTER)

(SHELTER)

(SHELTER / BATH HOUSE)

(OFFICE)

(SHELTER / BATH HOUSE)

(BATHROOM)

BUILDING)

(WATER TREATMENT

N 624.084,45

E 2.202.519,08

N 623.854,67

E 2.204.159,06

N 623.671,65

E 2.203.563,64

N 623.921,69

E 2.204.420,67

3+00

2+00

N 623.940,89

E 2.203.774,51

18+00

0 8

17+00

1+00

WM

16+00

15+00

14+00

10+00

13+00

12+00

WM

N 623.796,67

E 2.202.543,48

N 624.504,37

E 2.202.483,47

N 623.323,32

E 2.203.542,70

(BATHROOM)

" W

2" W

2" W 3" W

" W

" W

2" W

2" W

1" W

1" W

" W

2" W

" W

" W

" W

1" W1" W

(OPTION)

REPLACEMENT WATERLINE

3" W

WATER LINE 1

WATER LINE 1

WATER LINE 1

WATER LINE 1

WATER LINE 2

WATER LINE 2

WATER LINE 2

WATER LINE 3

WATER LINE 3

WATER LINE 3

WATER LINE 3

WATER LINE 3

M

IN

IM

U M

C O

V E

R

.5 F

T

M

IN

IM

U M

C O

V E

R

.5 F

T

M

IN

IM

U M

C O

V E

R

.5 F

T

GRADE

FINISH

GRADE

FINISH

GRADE

FINISH

GRADE

FINISH

GRADE

FINISH

3" HDPE

2" HDPE

3" HDPE

2" HDPE

2" HDPE

1" HDPE1" HDPE

3" HDPE

2" HDPE

3" HDPE

TYP.

2" GATE VALVE

BEGIN @ STA 10+47

IF OPTION NOT EXECUTED

CONNECT TO EXISTING

DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF

DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF

DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF

DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF

TYP.

DRAIN YARD HYDRANT

NEW FROST-FREE SELF

DRAIN YARD HYDRANT TYP.

NEW FROST-FREE SELF

CU501 FOR DETAILS

TYPICAL SEE SHEET

NEW 2" GATE VALVE

VALVE TYPICAL

NEW 3" GATE

VALVE TYPICAL

NEW 2" GATE

& GATE VALVE TYP.

NEW 1-1/2" WATER LINE

& GATE VALVE TYP.

NEW 1-1/2" WATER LINE

CU501 FOR DETAILS

TYPICAL SEE SHEET

NEW 2" GATE VALVE

VALVE TYPICAL

NEW 2" GATE

2" W

COMFORT STATION

TANK (OPTION) @ EXISTING

119-GALLON HYDROPNEUMATIC

PROVIDE & INSTALL

TREATMENT BUILDING

TANK (OPTION) @ EXISTING

119-GALLON HYDROPNEUMATIC

PROVIDE & INSTALL

COMFORT STATION

TANK (OPTION) @ EXISTING

119-GALLON HYDROPNEUMATIC

PROVIDE & INSTALL

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

SEE SHEET CU500

SEEPAGE, CUTOFF PLUG

VALVE TYP.

NEW 2" GATE

& BOX TYP.

NEW 2" WATER METER

& BOX TYP.

NEW 2" WATER METER

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg4:49:20 PM 7/21/2017

100' 200'0

B B

C U

.d g n

B B

C U

.d g n

D H

C

U T

IL

IT

Y P

L A

N

CU100

Q V

L

Q V

L L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

O M

A H

A D

IS

T R

IC

T

D H

C

U T

IL

IT

Y P

L A

N

CU100

Q V

L

Q V

L

B B

D -1

-3

A N

S I

D

/1

/2

B B

D -1

-3

W F -1

-Q

-0

AND THE EXISTING WATER LINES SHALL BE ABANDONED IN-PLACE.

5. THE EXISTING YARD HYDRANTS SHALL BE REMOVED AND DISPOSED OFFSITE

SEE SHEET CU500 FOR DETAILS.

MATERIALS AND IN ACCORDANCE TO APPLICABLE STANDARD REQUIREMENTS.

BE SAW CUT OUT PRIOR TO DITCHING, AND SHALL BE REPLACED WITH IN-KIND

4. ANY DITCHING THROUGH ASPHALT, CURB, GUTTER, OR SIDEWALK SHALL

3. ALL SERVICE WATER LINES TO YARD HYDRANTS SHALL BE 1-INCH.

BE WELLXTROL, WX-350 OR APPROVED EQUAL.

CAME WITH A MINIMUM OF 7 YEAR WARRANTY. THE HYDRO-PNEUMATIC TANKS SHALL

PRESSURE, EQUIPPED WITH A RELIEF VALVE SETTING FOR 125 PSIG MAXIMUM, AND

MAXIMUM OPERATING TEMPERATURE OF 200°F, 150 PSIG MAXIMUM WORKING

CONNECTION, AND 38 PSIG FACTORY PRECHARGE. TANK SHALL BE RATED FOR

DIAPHRAM, ANTIMICROBIAL LINER, STAINLESS STEEL SYSTEM

CONSTRUCTED WITH HIGH STRENGTH STEEL SHELL, HEAVY DUTY BUTYL

2. 119-GALLON HYDRO-PNEUMATIC TANK SHALL BE NSF/ANSI 61 CERTIFIED,

A FUNCTIONAL POTABLE WATER SYSTEM.

ORDER TO SATISFY ALL REQUIREMENTS AND TO PROVIDE

PLUMBING REQUIREMENTS IDENTIFIED ON THE PLAN IN

INSTALLING HYDROPNEUMATIC TANKS AND ASSOCIATED

2. CONTRACTOR SHALL COORDINATE WITH COR PRIOR TO

REFERENCE PLANS FOR APPROXIMATE LOCATIONS.

UTILITIES BURIED OR ABOVE GROUND (NOT SHOWN ON THIS PLAN). SEE ATTACHED

1. COORDINATE INSTALLATION WITH EXISTING WATER SERVICES AND ALL OTHER

GENERAL NOTES:

SEE NOTE 1.

COURSE (2" MIN.)

NEW HMA WEARING

WEARING COURSE

EXISTING BITUMINOUS

AND TACK COAT

SAWCUT FULL DEPTH

AND TACK COAT

SAWCUT FULL DEPTH

WEARING COURSE

EXISTING BITUMINOUS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

VALVE BOX TOP

NO SCALE

NO SCALE

TYPICAL SERVICE CONNECTION

HOLES STAGGERED

OTHER PAVED AREAS

IN ROADS, SIDEWALKS, OR

WHEN VALVES ARE LOCATED

3'-0" IN DIAMETER X 8" THICK

VALVE BOX A CONCRETE DISK

CAST AROUND THE TOP OF EACH

IN AREAS OTHER THAN CONCRETE

1" CHAMFER WHEN LOCATED

WAY OR EQUIVALENT

#3 O BARS @ 8 O.C. EACH

SERVICE CLAMP

EXSITING MAIN

1 " CORPORATION STOP

SPECIFICATIONS.

INCLUDED IN THE

CORPORATION STOPS AND OUTLETS SHALL BE

MAXIMUM SIZE OF

2. THE NUMBER OF TAPS REQUIRED AND THE

A DIELECTRIC UNION SHALL BE PROVIDED.

FERROUS & COPPER PIPE,

1. WHERE CONNECTIONS ARE MADE BETWEEN

NOTES:

NO SCALE

GRAVEL BED

VALVE PLUNGER

PLASTIC BUCKET

DRAIN HOLE OPEN

HANDLE

M

IN

WITH VACUUM BREAKER

" HOSE CONNECTION

WHERE INDICATED ON PLANS

THICK SPLASH BLOCK

PROVIDE 3'X3'X4"

NOTES:

1. THICKNESS OF NEW BITUMINOUS SURFACE COURSE AND

BASE COURSES SHALL MATCH EXISTING.

2. PROVIDE ENOUGH CLEARANCE TO PREVENT UNDERMINING

OF EXISTING BASE COURSE AND BIT. SURFACE COURSE

TO REMAIN.

3. EXISTING BASE COURSE TO BE REMOVED MAY BE STOCKPILED

SEPARATELY WITHOUT CONTAMINATION AND REUSED AT THE

CONTRACTOR'S OPTION.

NO SCALE

BITUMINOUS PAVEMENT UTILITY

REMOVAL AND REPLACEMENT DETAIL

REMOVE EXISTING BITUMINOUS PAVEMENT

VARIES1'-0"

MIN.

1'-0"

MIN.

1.5

1'-0"

MIN. (WIDTH VARIES) MIN.

1'-0"

1.5

TRENCH

UTILITY

SEE NOTE 3.

BASE COURSE

NEW AGGREGATE

COURSE

EXISTING BASE

COURSE

EXISTING BASE

14 - TYPICAL FROST-PROOF YARD HYDRANT

8 - GATE VALE DETAIL VALVE BOX

INDICATED OTHERWISE)

YARD HYDRANT (UNLESS

3/4" NPT INLET FREEZELESS

TO SERVICE LINE

FOR CONNECTION

ELBOW FITTING

3/4" X 1" HYDRANT

NO SCALE

TRENCHING & BEDDING DETAILS

M

IN

M A

X

IM

U M

NOTES:

SECTION 31 00 00.

BACKFILL AND COMPACTION SHALL MEET SPECIFICATION

1' 1'

BC

AS REMOVED

NATIVE MATERIAL

.5

1.5' TW = 16" + PIPE O.D. 1.5'

AS REMOVED

NATIVE MATERIAL

REACH EXISTING GRADE

VERICAL TRENCH TO

BOTH SIDES ABOVE

OF TWO BENCHES

PROVIDE A MINIMUM

TRENCH

7.5' MIN.

M

IN

NO SCALE

SEEPAGE, CUTOFF PLUG PLAN VIEW

NOTES:

EXCAVATE TO FULL DEPTH OF TRENCH SEE SPECIFICATION SECTION 31 00 00

B U

R Y H

Y D

R A

N T

.0

.5

W A

T E

R L

IN

E B

U R

Y

CONNECTION

TO DRAIN TO MAIN LINE

1" SUPPLY LINE SLOPE

GROUND LINE

GRADE LEVEL

VALVE BOX

2" WATER METER

2" SCH 80 FIPT

ADAPTOR

2" HDPE PIPE

BRICK SUPPORT

CONCRETE PAVER

1/2" CRUSHED

GRAVEL

UNION NUT

NO SCALE

2-WATER METER DETAIL BOX

FOR EASY DAILY READING

MOUNTED LCD DISPLAY

NOTES:

IT OVER TO THE USER.

TO THE MANUFACTURE SPECIFICATION PRIOR TO TURN

FOR PROVING THE METER FUNCTION IN ACCORDANCE

2. CONTRACT SHALL PROVIDE TEMPORARY POWER

ENSURE COMPLIANCE.

STANDARD C701 CLASS I. EACH METER IS TESTED TO

1. WATER METER SHALL COMPLY WITH ANSI/AWWA

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg1:26:14 PM 7/24/2017

C U

.d g n

B B

C U

.d g n

D H

C

CU500

Q V

L

Q V

L L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

O M

A H

A D

IS

T R

IC

T

D H

C

CU500

Q V

L

Q V

L

B B

D -1

-3

A N

S I

D

/1

/2

B B

D -1

-3

S T

A N

D A

R D D

E T

A

IL

S S

T A

N D

A R

D D

E T

A

IL

S

W F -1

-Q

-0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

NO SCALE

GAUGE (TYP.)

PRESSURE

LINE

FLOOR

LINE

GROUND

5'

PIPE SLEEVE

GAUGE (TYP.)

PRESSURE

LINE

FLOOR

LINE

GROUND

5'

12" MIN.

PIPE SLEEVE

HYDRANTS

TO

DOMESTIC WATER SERVICE SLAB-ON GRADE

COMFORT STATION

NO SCALE

DOMESTIC WATER SERVICE SLAB-ON GRADE

TREATMENT BUILDING

LINE

WATER

LINE

WATER

FLOOR DRAIN

EXISTING

FLOOR DRAIN

EXISTING

PIPING

WATER SYSTEM

DOMESTIC

TO EXISTING

PIPING

WATER SYSTEM

DOMESTIC

TO EXISTING

TANK (OPTION)

HYDRO-PNEUMATIC

119 GALLONS

TANK (OPTION)

HYDRO-PNEUMATIC

119 GALLONS

(DO NOT DISTURB)

COLD WATER PIPING

EXISTING DOMESTIC

FOUNDATION)

(DO NOT DISTURB

FROM BUILDING FOUNDATION

LINE APPROXIMATELY 5'

TO THE EXISTING 2" SERVICE

COLD WATER SERVICE LINE

CONNECT NEW 2" DOMESTIC

FOUNDATION)

(DO NOT DISTURB

FROM BUILDING FOUNDATION

LINE APPROXIMATELY 5'

TO THE EXISTING 2" SERVICE

COLD WATER SERVICE LINE

CONNECT NEW 2" DOMESTIC

2 2

(DO NOT DISTURB)

COLD WATER PIPING

EXISTING DOMESTIC

(DO NOT DISTURB)

COLD WATER PIPING

EXISTING DOMESTIC

DS: NWO_Screen.dscript.dscriptPD: NWO_pdf.pltcfg4:34:13 PM 7/21/2017

C U

.d g n

B B

C U

.d g n

Q V

L

Q V

L L E

F T T

A

IL

R A

C E W

A T

E R

L

IN

E R

E P

L A

C E

M E

N T

B

IG

B

E N

D D

A M S

O U

T H D

A K

O T

A

O M

A H

A D

IS

T R

IC

T

Q V

L

Q V

L

O M

A H

A

N E

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

F

IL

E N

A M

E

P L

U M

B

IN

G S

C H

E M

A T

IC

D

E T

A

IL

S P

L U

M B

IN

G S

C H

E M

A T

IC

D

E T

A

IL

S

D H

C

CU501

D H

C

CU501

W F -1

-Q

-0

B B

D -1

-3

/1

/2

B B

D -1

-3

8. ALL NEW DOMESTIC WATER PIPING SHALL BE TYPE L COPPER.

ARE DISCOVERED.

SYSTEMS TO REMAIN ARE PROPERLY FUNCTIONING. NOTIFY COR IMMEDIATELY IF PROBLEMS

WORKING ORDER. BEFORE BEGINNING WORK CONTRACTOR IS TO ENSURE ANY EQUIPMENT &

7. ALL EXISTING EQUIPMENT AND SYSTEMS ARE ASSUMED BY ENGINEER TO BE IN GOOD

EXISTING CONDITIONS.

OF ALL MATERIALS AND EQUIPMENT, ADJUSTMENT MAY BE NECESSARY TO ACCOMMODATE

6. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT

REGARDLESS OF PRESENCE ON PLANS.

WITH ALL ACCESSORIES, HANGERS, VALVES, STOPS, TAILPIECES, TRAPS, STRAINERS, ETC

5. ALL PLUMBING FIXTURES AND PLUMBING SYSTEM EQUIPMENT SHALL BE PROVIDED COMPLETE

CODE.

4. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL PLUMBING

SECTION OF WORK.

PERMITS & FEES REQUIRED FOR THE COMPLETE INSTALLATION OF ALL SYSTEMS IN THIS

3. PLUMBING CONTRACTOR IS TO FURNISH AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT,

THE EXISTING WATER SUPPLY SYSTEM.

SERVICE, AND SHALL BE DESIGNED FOR PRESSURE RATINGS MEETING OR EXCEEDING THOSE OF

ALL APPLICABLE NSF/ANSI CODES FOR USE AS DOMESTIC WATER

PLUMBING SYSTEM SHALL MEET

2. ALL PIPING, VALVES AND ALL OTHER COMPONENTS REQUIRED TO CONSTRUCT THE IDENTIFIED

SEE SPECIFICATIONS AND BID ITEM LISTING.

BLDG IS OPTION WORK.

1. ALL WORK IDENTIFIED ON THIS SHEET WITHIN EXISTING COMFORT STATIONS OR TREATMENT

PLUMBING GENERAL NOTES:PLUMBING KEY NOTES:

PROVIDE 1/2" HOSE BIBB DRAIN VALVE IN THE NEW DCW LINE, DOWN STREAM OF THE NEW CHECK VALVE.

SIZE SHALL MATCH THE CONNECTION SIZE ON THE HYDRO-PNEUMATIC TANK. PROVIDE DIELECTRIC.

THE HYDRO-PNEUMATIC TANK. PROVIDE A BALL TYPE ISOLATION VALVE IN THE NEW DCW LINE. THE LINE

INSTALL NEW TEE FITTING IN THE EXISTING DCW LINE. PROVIDE NEW DCW LINE FROM THE TEE FITTING TO

COLD WATER SERVICE SHUT-OFF VALVE, AS CLOSE TO THE DCW SERVICE ENTRANCE AS IS PRACTICAL.

INSTALL A NEW 2" BALL VALVE, 2" CHECK VALVE AND 2" UNION DOWN STREAM OF THE EXISTING DOMESTIC 1