Dwgs - W9128F21B0022 Switchyard Drain Tile Replacement Oahe Dam SD.pdf

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...\30500 - Construction E&D\OA96\30DA0 - Plans & Specs\CAD_BIM\_Sheets\_Sheet

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

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OAHE DAM, SOUTH DAKOTA

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ADVERTISEMENT

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W9128F21B0022

SWITCHYARD DRAIN TILE REPLACEMENT

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ABBREVIATIONS

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 FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

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

IW INDUSTRIAL WASTE

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

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E E

A H

A

N E

F

IL

E N

A M

A

G -0

.d g n

O M

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

F

IL

E N

U M

B E

R

Room name

PLAN NORTH

Name

Elevation

A

Rm_Occupancy

Room

150 SF

EGRESS :Egress_ID

Egress_Length

OR

AD

AD

AD

MODSEC.

VD

FD

SD

20 x 12

20 x 12 RG

20 x 12 SG

700 CFM

20 x 12 GR

20 x 12 SR

700 CFM

700 CFM

20 O/

700 CFM

700 CFM

12 x 12

700 CFM

DG

12 x 6

R

COVER BOARD

PLYWOOD

EXTERIOR CEMENT BOARD

EXTERIOR GYPSUM SHEATHING

THERMODYNAMIC TRAP

BUCKET TRAP

THERMOSTATIC TRAP

FLOAT TRAP

COMPRESSED AIR

VACUUM

FIRE LINE

UNDERSLAB FIRE LINE

FOAM CONCENTRATE

FOR AFFF SYSTEMS

GLOBE VALVE

O, S, & Y GATE VALVE

W/TAMPER SWITCH

GATE VALVE

WAFER CHECK VALVE

HOSE GATE VALVE

PLUG VALVE OR BALANCING COCK

NEEDLE VALVE

POLYISOCYANURATE RIGID INSULATION

EXTRUDED POLYSTYRENE RIGID INSULATION

EXPANDED POLYSTYRENE RIGID INSULATION

MINERAL WOOL SEMI RIGID INSULATION

FIBERGLASS SEMI RIGID INSULATION

FIBERGLASS BATT INSULATION

STONE

CMU

BRICK

SAND, EIFS FINISH COAT, OR CEMENT PLASTER

SOIL

CONCRETE/ PRECAST CONCRETE

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

HIGH PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE CONDENSATE

PUMPED CONDENSATE

FEED WATER

HIGH TEMPERATURE WATER SUPPLY

HIGH TEMPERATURE WATER RETURN

HOT WATER HEATING SUPPLY

HOT WATER HEATING RETURN

GLYCOL HOT WATER HEATING SUPPLY

GLYCOL HOT WATER HEATING RETURN

BOILER BLOW-DOWN

FUEL OIL GAGE LINE

FUEL OIL SUPPLY

FUEL OIL FILL

FUEL OIL RETURN

FUEL OIL TANK VENT

GAS

F & T TRAP

F

G

FOV

FOR

FOF

FOS

FOG

BBD

GHWR

GHWS

HWR

HWS

HTWR

HTWS

FW

PC

LPC

MPC

HPC

LPS

MPS

HPS

STRAINER

RELIEF VALVE

MOTOR OPERATED VALVE

TEMPERATURE REGULATING VALVE

SOLENOID VALVE

PRESSURE REDUCING VALVE

FLOAT VALVE

BUTTERFLY VALVE

BALL VALVE

CALIBRATED BRONZE BALANCING VALVE OR

ANCHOR

EXPANSION JOINT, SLIDING

EXPANSION JOINT, BELLOWS

ELBOW DOWN

ELBOW UP

TEE DOWN

TEE UP

CAP

UNION

PIPE INCREASER OR DECREASER

FLANGE

BLIND FLANGE

PA

S

M

T

FLEXIBLE CONNECTION

FLEXIBLE DUCT

TURNING VANES

SMOKE DAMPER

SHOW HORIZ. POS.

SHOW VERTICAL POS.

FIRE DAMPER:

ACCESS PANEL (AP)

ACCESS DOOR (AD)

AUTOMATIC DAMPERS MOTOR OPERATED

VOLUME DAMPER MANUAL OPERATION

SPLITTER DAMPER

STANDARD BRANCH FOR SUPPLY

& RETURN (NO SPLITTER)

ON BOTTOM IF APPLICABLE

FLAT ON TOP OR F.O.B. FLAT

TRANSITIONS: GIVE SIZES. NOTE F.O.T.

IN DIRECTION OF AIR FLOW

INCLINED RISE (R) OR DROP (D) ARROW

DUCT SECTION (EXHAUST OR RETURN)

DUCT SECTION (SUPPLY)

DIRECTION OF FLOW

FOR NET FREE AREA

ACOUSTICAL LINING DUCT DIMENSIONS

2ND FIGURE, SIDE NOT SHOWN)

DUCT (1ST FIGURE, SIDE SHOWN

(BY STATIC PRESSURE CLASS)

POINT OF CHANGE IN DUCT CONSTRUCTION

POWER OR GRAVITY ROOF

VENTILATOR-EXHAUST (ERV)

POWER OR GRAVITY ROOF

VENTILATOR-SUPPLY (SRV)

UNIT HEATER (HORIZONTAL)

UNIT HEATER (VERTICAL)

DOOR GRILLE

PARALLEL BLADE DAMPERS

OPPOSED BLADE DAMPERS

FLOW DIRECTION

(TYPE AS SPECIFIED) INDICATE

SUPPLY OUTLET, CEILING, RECTANGULAR

CEILING (INDICATE TYPE)

SUPPLY OUTLET, CEILING ROUND

FLOW DIRECTION

EXHAUST OR RETURN AIR INLET

+ INTEGRAL VOL. CONTROL)

SUPPLY REGISTER (SR) (A GRILLE

GRILLE (NOTE AT FLR. OR CLG.)

RETURN (RG) OR EXHAUST (EG)

SUPPLY GRILLE (SG) DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY

VENT

WALL CLEANOUT

FCO

HB

V

DHWR

DHW

DCW

RL

RD

RS

CWS

CWR

C

CR

CHWS

CHWR

GCWS

GCWR

COND CONDENSATE DRAIN LINE

GLYCOL CHILLED WATER RETURN

GLYCOL CHILLED WATER SUPPLY

CHILLED-HOT WATER RETURN

CHILLED-HOT WATER SUPPLY

THERMOSTATIC EXPANSION VALVE

REFRIGERANT STRAINER

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER SUPPLY

REFRIGERANT SUCTION

REFRIGERANT DISCHARGE (HOT GAS)

REFRIGERANT LIQUID

S

N

PB

E

P

H HUMIDITY SENSOR

PRESSURE SENSOR

EMCS SENSOR

MANUAL OVER-RIDE SWITCH

NIGHT THERMOSTAT

TEMPERATURE SENSOR

1 HR FIRE

2 HR FIRE

3 HR FIRE

4 HR FIRE

1 HR FIRE/SMOKE WALL

2 HR FIRE/SMOKE WALL

3 HR FIRE/SMOKE WALL

4 HR FIRE/SMOKE WALL

MATCH LINE

CENTER LINE

SHEET KEYNOTE

FLOOR LEVEL & NAME

SPOT ELEVATION

DIRECTION OF SIGHT OF PHOTOGRAPH

EQUIPMENT NUMBER

WALL AND PARTITION TYPES

WINDOW TYPES

DOOR NUMBER

COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)

EGRESS ROUTE ID AND SECTION LENGTH

ROOM OCCUPANCY & AREA

ROOM NAME/NUMBER

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

EXTERIOR ELEVATION

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

INTERIOR ELEVATION

A101

A101

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

PLAN, BLOW-UP DETAILA-101

A101

SECTION

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

* SHEET NUMBERS OMITTED IF SECTION IS

CUT AND DETAILED ON SAME DRAWING.

HEATING

MISCELLANEOUS PIPING

VALVES & FITTINGS

AUTOMATIC BALANCING VALVE AS INDICATED

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO

THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN

ON THIS SHEET.

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS

NOTES:

GENERAL

AND HATCHED THUSLY.

FIRE RATED WALL SYMBOLS:

OA

T

OR SENSOR (AS INDICATED)

OUTDOOR AIR THERMOSTAT

THERMOSTAT

FOR ADDITIONAL LEGEND

SEE TEMPERATURE CONTROL DRAWINGS

TEMPERATURE CONTROLS

ARCHITECTURAL SYMBOLS

DUCTWORK PLUMBING

REFRIGERATION

STANDARD NORTH ARROWS

TRUE NORTH INDICATION

NORTH ARROW w/

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

(TYPE AS SPECIFIED) INDICATE

Ref

Ref

SIM

SIM

1i

X

A

A

1 A

S

S

S

S

FC

F

F

VAC

A

GYPSUM WALL BOARD

COATED GLASS MAT WATER RESISTANT GWB

ROADS

WALKS

CULVERT

77.2

77.2

SD

W

FW

S

FW

WD

OR OR

FM

SD

W

S

FW

FM

FW

WD

PIV

MW-2

MT

MW-1

MT

DH-2 DH-2

PIV

BUILDINGS

CURB & GUTTER

RAILROAD

CONTOURS

STORM DRAIN

DIRECTION OF DRAINAGE

SPOT GRADE ELEVATIONS

SUBDRAIN

FIRE WATER LINE

FORCE MAIN

SANITARY SEWER

WATER LINE

SUBDRAIN OUTLET LINE

OBSERVATION RISER

UTILITY LINE

WASTE DRAIN

SUBDRAIN FLUSHING &

AREA INLET

FIRE HYDRANT

POST INDICATOR VALVE

MONITORING WELL

CONTROL POINT

DRILL HOLE

CURB INLET

DEPENDING ON TYPE OF

OR SERVICE STOP & BOX

PROPERTY LINE MONUMENT

FIRE PROTECTION WATER LINE

MANHOLE SELF EXPLANATORY

GATE VALVE & VALVE BOX

WOOD

XX

X

XX

X

WOVEN WIRE

BARBED WIRE

CHAIN LINK SECURITY

NEWEXISTING

NEWEXISTING

FENCES

CIVIL LEGEND

A-7A-5 A-6 A-7 A-8

SECTION NUMBER

WHERE SECTION IS SHOWN *

SHEET NUMBER OF DRAWING

WHERE SECTION IS CUT *

SHEET NUMBER OF DRAWING

WHERE SECTION IS SHOWN

IS CUT WILL BE LISTED ONLY ON DRAWING

ANY ADDITIONAL DRAWINGS WHERE SECTION

DOMESTIC HOT WATER RECIRC.

SS

FPWH FREEZEPROOF WALL HYDRANT

HOSE BIBB

WCO

FLOOR CLEANOUT

NG NATURAL GAS

FLOOR DRAINFD

FD FLOOR DRAIN

MECHANICAL LEGENDARCHITECTURAL LEGEND

O A

H E D

A M S

O U

T H D

A K

O T

A

L

G E

N D

A N

S I

D

M S

M

IT

H

G-003

M

H O

F F

M A

N

M

H O

F F

M A

N

M S

M

IT

H

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

CO

CO

CO

6" CMP OUTLET

CLEANOUT LOCATION

APPROXIMATE

STORM DRAIN

LOCATION OF

APPROXIMATE

NOT SHOWN ON BACKGROUND SATELITE IMAGE

POSSIBLE CONNECTIONS TO DRAIN LINE SYSTEM

APPROXIMATE LOCATION OF SEDIMENTATION POND WITH

RIPRAP

RIPRAP

DRAIN

TIES INTO SHALLOW

DEEP OIL LINE DRAIN

6" CMP OUTLET

SECOND OUTLET HAS UNKNOWN ORIGIN

2 6" CMP OUTLETS LOCATED APPROX. 2' APART

WITH CLAY TOP BELL

18" INSPECTION HOLE

SHALLOW DRAIN

DRAIN TIES INTO

DEEP OIL LINE

DRAIN LINE CONTINUES EAST

OIL LINES STOP

6" CMP OUTLET

NOT BE FOUND

OUTLET COULD

6" PIPE PAST THIS POINT6" PIPE PAST THIS POINT6" PIPE PAST THIS POINT

PAST THIS POINT

25% SLOPE FOR 6" PIPE

LOCATION

CLEANOUT

APPROXIMATE

PAST THIS POINT

25% SLOPE FOR 6" PIPE

PAST THIS POINT

25% SLOPE FOR 6" PIPE

LOCATION

CLEANOUT

APPROXIMATE

WEST

CONTINUES

FIBER LINE

CLEANOUT

OIL PIPING

CLAY TOP BELL

HOLE WITH

18" INSPECTION

DRAIN LINE CONTINUES EAST

OIL LINES STOP

DRAIN

TIES INTO SHALLOW

DEEP OIL LINE DRAIN

CLAY TOP BELL

HOLE WITH

18" INSPECTION

DRAIN LINE CONTINUES EAST

OIL LINES STOP

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

THIS POINT

6" PIPE PAST

25% SLOPE FOR

THIS POINT

6" PIPE PAST

25% SLOPE FOR

GREASE TRAPS

CLAY BURRIED CLAY

LOCATION FOR 2

APPROXIMATE

GREASE TRAPS

CLAY BURRIED CLAY

LOCATION FOR 2

APPROXIMATE

FIBER LINE

CLAY TOP BELL

HOLE WITH

18" INSPECTION

CLAY TOP BELL

HOLE WITH

18" INSPECTION

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

DRAIN PAD

DROP WITH

PIPE ELEVATION

DRAIN PAD

DROP WITH

PIPE ELEVATION

DRAIN LINE CONTINUES WEST

OIL LINES STOP

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

CLEANOUT

OIL PIPING

CLAY TOP BELL

HOLE WITH

18" INSPECTION

LOCATION OF

APPROXIMATE

OF OIL PIPING CLEANOUT

APPROXIMATE LOCATION

CONTINUES EAST

FIBER LINE

6" PIPE PAST THIS POINT

THIS POINT

6" PIPE PAST

6" PIPE PAST THIS POINT6" PIPE PAST THIS POINT

6" PIPE PAST THIS POINT

CONTINUES SOUTH

FIBER LINE

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

COCO

CO

COCO

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

CO

COCO

CO

COCO

COCO

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:36:19 AM 8/12/2021

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LEGEND

SHALLOW CLAY PIPE CLEAN OUT

APPROXIMATE LOCATION OF

SURFACE FEATURE

SURVEYED DEEP OIL/DRAIN PIPE

OIL/DRAIN PIPE SURFACE FEATURE

APPROXIMATE LOCATION OF DEEP

D F

E C

H N

E R

E X

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G C

O N

D

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IO

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O A

H E R

E S

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IR

VF101

D F

E C

H N

E R

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

E X

IS

T

IN

G C

O N

D

IT

IO

N S

O A

H E R

E S

E R

V O

IR

VF101

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

A N

S I

D O

A

V F .d g n

SCALE: 1" = 50'-0"

N

50' 100'0

SCALE: 1" = 50'-0"

N

50' 100'0

O A

H E 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

SURVEYED UNDERGROUND FIBER LINE

UNDER TWO 3" COPPER OIL LINES

6" PERFORATED CLAY PIPE

SURVEYED DEEP OIL/DRAIN PIPE

6" STANDARD CLAY PIPE

APPROXIMATE LOCATION OF

PERFORATED CLAY PIPE

SURVEYED SHALLOW

SHALLOW CLAY PIPE

APPROXIMATE LOCATION OF

PIPE CLEAN OUT

SURVEYED SHALLOW CLAY

SURVEYED STORM DRAIN

INFORMATION ON UTILITY IMPACTS.

THE PROJECT COR. SEE SPECIFICATIONS FOR ADDITIONAL

THIS AREA. ALL UTILITY IMPACTS SHALL BE COORDINATED THROUGH

4. CONTRACTOR SHALL LOCATE FIBER OPTIC LINE PRIOR TO WORK IN

HORIZONTAL AND VERTICAL DATA.

RESPECTIVELY. CONTROL POINT 2004 WAS USED FOR BOTH

CONTROL REFERENCE DATUM'S WERE NAD 83 AND NAVD 88

COORDINATE SYSTEM SOUTH ZONE. THE HORIZONTAL AND VERTICAL

3. THE SURVEY WAS DEVELOPED USING SOUTH DAKOTA STATE PLANE

RESPECTIVELY. SEE AS BUILTS FOR ADDITIONAL DETAILS.

FENCE ARE PERFORATED. DEEP OIL AND DRAIN PIPES ARE 3" AND 6"

NOTED. ALL SHALLOW PIPES LOCATED WITHIN THE SWITCHYARD

2. SHALLOW DRAIN PIPES ARE 4" IN DIAMETER UNLESS OTHERWISE

SHOWN ON AS-BUILTS, BUT WERE NOT ABLE TO BE SURVEYED.

1. APPROXIMATE LOCATIONS ARE SHOWN FOR FEATURES THAT WERE

NOTES:

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

TRENCHING WILL BE REQUIRED

REMOVE DEEP DRAIN PIPES

TRENCHING WILL BE REQUIRED

REMOVE DEEP DRAIN PIPES

UP TO EXISTING MANHOLE

REMOVE SHALLOW DRAIN PIPES

DRAIN PIPE

SHALLOW

REMOVE

(OPTION)

TRENCHING WILL BE REQUIRED

REMOVE COPPER OIL LINES

DRAIN PIPE

SHALLOW

REMOVE

DRAIN PIPE

SHALLOW

REMOVE

DRAIN PIPE

SHALLOW

REMOVE

DRAIN PIPE

SHALLOW

REMOVE

(OPTION)

TRENCHING WILL BE REQUIRED

REMOVE COPPER OIL LINES

(OPTION)

TRENCHING WILL BE REQUIRED

REMOVE DEEP OIL PIPES

(OPTION)

OIL CIRCUT BREAKER

CAP COPPER OIL LINES AT

(OPTION)

EXISTING CONCRETE TUNNEL

CAP COPPER OIL LINES AT

(OPTION)

TRENCHING WILL BE REQUIRED

REMOVE COPPER OIL LINES

(OPTION)

CIRCUT BREAKER

CAP COPPER OIL LINES AT OIL

(OPTION)

CIRCUT BREAKER

CAP COPPER OIL LINES AT OIL

(OPTION)

EXISTING CONCRETE TUNNEL

CAP COPPER OIL LINES AT

(OPTION)

EXISTING CONCRETE TUNNEL

CAP COPPER OIL LINES AT

(OPTION)

EXISTING CONCRETE TUNNEL

CAP COPPER OIL LINES AT

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

COCO

COCOCOCO

COCO

COCOCOCO

COCO

COCO

COCO

COCO

COCO

COCO

COCO

COCO

COCO

COCO

COCOCOCO

COCO

COCOCOCO

COCO

COCO

COCO

COCO

COCOCOCO

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:48:07 AM 8/12/2021

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O A

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CD101

D F

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D F

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C

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V E

N P

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T

D F

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D E

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H E R

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CD101

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

A N

S I

D

REMOVE PIPE CLEANOUT

SCALE: 1" = 50'-0"

N

50' 100'0

O A

H E 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

DRAIN PIPE REMOVALS

00.00 20 FOR ADDITIONAL REQUIREMENTS AND DETAILS.

THROUGHOUT CONSTRUCTION. SEE SPECIFICATION SECTION 31 23

GEOTECHNICAL ENGINEER TO PROVIDE INSPECTION OF EXCAVATIONS

OF EXCAVATIONS. CONTRACTOR MUST HIRE A PROFESSIONAL

ENGINEER, DESCRIBING THE METHODS FOR SHORING AND SHEETING

AND CALCULATIONS, CERTIFIED BY A REGISTERED PROFESSIONAL

ELECTRICAL TOWERS. THE CONTRACTOR MUST SUBMIT DRAWINGS

5. ADDITIONAL REQUIREMENTS APPLY TO (OPTIONAL) EXCAVATION NEAR

THOSE DEEP OIL/DRAIN PIPES IS TAKEN.

OIL/DRAIN PIPES WILL ONLY BE REMOVED IF THE OPTION TO REMOVE

4. CLEANOUTS AND SURFACE FEATURES ALONG (OPTIONAL) DEEP

ADDITIONAL INFORMATION.

REPLACED AFTER PIPE REMOVALS. SEE SHEET EG101 FOR

DEEP OIL/DRAIN PIPES. THE MAT WILL NEED TO BE REPAIRED OR

3. EXISTING GROUNDING MAT WILL NEED TO BE CUT WHEN REMOVING

ELECTRICAL EQUIPMENT.

SPECIAL CARE WILL NEED TO BE TAKEN WHEN WORKING NEAR ACTIVE

2. REMOVAL OF DEEP OIL/DRAIN PIPES WILL REQUIRE TRENCHING.

CS101 FOR ADDITIONAL INFORMATION.

EXCEPTION TO THE WESTERN LINE TO BE REPLACED. SEE SHEET

1. REMOVAL OF DEEP OIL/DRAIN PIPES WILL BE AN OPTION WITH

DEEP OIL/DRAIN LINE REMOVAL NOTES:

OIL LINE FEATURE

REMOVALS

OPTIONAL COPPER OIL LINE

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

MANHOLE

INTO EXISTING

AND 1 DEEP DRAIN LINE

TIE 2 PVC DRAIN PIPES

106'

.5

78.5'

.5

68.5'

PVC DRAIN PIPE 6" PAST THIS POINT

NEW VALVE

147'

PVC DRAIN PIPE 6" PAST THIS POINT

NEW VALVE

DEEP DRAIN LINE

REPLACEMENT

NEW VALVE ON

NEW VALVE

DRAIN LINE

DRAIN LINE INTO NEW

TIE EXISTING DEEP

DIAMETER = 6" 5' BEYOND FENCE LINE

PVC DRAIN PIPE SLOPE = 6% AND

DIAMETER = 6" 5' BEYOND FENCE LINE

PVC DRAIN PIPE SLOPE = 6% AND

NEW VALVE

DIAMETER = 6" 5' BEYOND FENCE LINE

PVC DRAIN PIPE SLOPE = 6% AND

NEW VALVE

DIAMETER = 6" 5' BEYOND FENCE LINE

PVC DRAIN PIPE SLOPE = 6% AND

EXISTING ROADWAY

PIPE CASING USED UNDER

DRAIN LINE

DRAIN LINE INTO NEW

TIE EXISTING DEEP

EXISTING INSPECTION HOLE

TIE DEEP DRAIN LINE INTO

DIAMETER = 6" BEYOND CLEANOUT

PVC DRAIN PIPE SLOPE = 5.7% AND

(OPTION)

MANHOLE SECTION

TOP BELL WITH CONCRETE

REPLACE EXISTING CLAY

NEW VALVE

DRAIN LINE

DRAIN LINE INTO NEW

TIE EXISTING DEEP

DIAMETER = 6" BEYOND CLEANOUT

PVC DRAIN PIPE SLOPE = 7.4% AND

STORM DRAIN AT UNKNOWN DEPTH

EXISTING STORM DRAIN

NEW DRAIN LINE WILL RUN ABOVE

STORM DRAIN AT UNKNOWN DEPTH

EXISTING STORM DRAIN

NEW DRAIN LINE WILL RUN ABOVE

ROADWAY

EXISTING

USED UNDER

PIPE CASING

ROADWAY

EXISTING

USED UNDER

PIPE CASING

ROADWAY

UNDER EXISTING

PIPE CASING USED

ROADWAY

EXISTING

USED UNDER

PIPE CASING

ROADWAY

EXISTING

USED UNDER

PIPE CASING

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

NPD

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

0.6%

0.6%

25%

6.0%

0.6%

0.6%

0.6%

0.6%

6.0%

25%

25%

6.0%

0.6%

25%

6.0%

0.6%

0.6%

0.6%

.6

.5

%0 .5

0.4%

0.4%

0.4%

0.4%

0.6%

0.6%

.7

.4

CO

CO

CO

CO

CO

.6

.6

.4

.4

.5

.5

.5

.5

.6

.6

.5

.5

.5

.5

.6

.6

.4

.4

.6

.6

.5

.8

.8

.9

.4

.4

.4

.4

.4

.4

.4

.4

.4

.4

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

0.5

0.5

0.5

0.4%

0.4%

0.4%

0.4%

0.4%

0.4%

CO

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:52:55 AM 8/12/2021

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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

LEGEND

O A

C S .d g n

NEW DRAIN PIPE CLEAN OUT

NEW VALVE

D F

E C

H N

E R

S

IT

E P

L A

N

O A

H E R

E S

E R

V O

IR

CS101

D F

E C

H N

E R

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

S

IT

E P

L A

N

O A

H E R

E S

E R

V O

IR

CS101

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

A N

S I

D

SCALE: 1" = 50'-0"

N

50' 100'0

SCALE: 1" = 50'-0"

N

50' 100'0

O A

H E 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

6.0%

DRAIN PIPE SLOPE

APPROXIMATE PVC

NEW DEEP DRAIN LINE

NEW PVC DRAIN PIPE

EXISTING PIPES.

ON THIS SHEET MAY BE NECESSARY WHEN CONNECTING NEW AND

REPLACEMENT OF EXISTING CLAY PIPES WITH PVC PIPE NOT SHOWN

7. EXISTING PIPES MUST MAINTAIN DRAINAGE POST CONSTRUCTION.

INFORMATION.

SECTION 33 46 16 AND SHEETS CS501 AND CS502 FOR ADDITIONAL

SEE AS-BUILTS FOR EXISTING DRAIN PIPE SLOPES. SPECIFICATION

SWITCHYARD SHOULD NOT BE IMPACTED BY NEW PVC DRAIN PIPING.

DIRECTION SHOWN ON THIS SHEET. GROUNDING MAT INSIDE

CONTRACTOR SHALL ENSURE ALL DRAIN PIPING DRAINS IN THE

POSSIBLE, WITH A MINIMUM SLOPE OF 0.35% FOR ALL PIPING.

PIPE ELEVATIONS AND SLOPES SHOULD BE MAINTAINED WHEREVER

6. NEW PVC DRAIN PIPE SLOPES SHOWN ARE APPROXIMATE. EXISTING

SEE SPEC SECTION 32 11 23 FOR ADDITIONAL INFORMATION.

5. AGGREGATE SHALL BE REPLACED IF EXISTING ROCK IS UNSUITABLE.

05 26.01 26 FOR ADDITIONAL INFORMATION.

4. VALVES WILL REQUIRE GROUNDING. SEE SPECIFICATION SECTION 26

FENCE LINE. SEE SHEET CS101 FOR ADDITIONAL INFORMATION.

AT THE LOCATION OF THE FIRST CLEANOUT/VALVE OUTSIDE THE

DIAMETER INCREASES TO 6" FIVE FEET OUTSIDE OF A FENCE LINE OR

3. PIPE DIAMETER OF NEW PVC DRAIN PIPE IS 4" INSIDE SWITCHYARD.

SWITCHYARD FENCE LINE SHALL BE PERFORATED.

SOLID, WITHOUT PERFORATIONS. ALL OTHER PIPING WITHIN THE

2. ENCASED PIPE AND PIPE OUTSIDE THE SWITCHYARD FENCE SHALL BE

AND CS502 FOR PIPE CASING DETAILS.

LOCATIONS CAN BE FOUND ON AS-BUILT SHEETS. SEE SHEETS CS501

OF AN EXISTING ROADWAY. APPROXIMATE EXISTING ROADWAY

1. PVC DRAIN PIPE SHALL BE ENCASED IN PIPE CASING WHEN WITHIN 6'

NOTES:

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

TRENCH WALL

SLOPING

4" MIN. BEDDING

HAUNCHING

WALL

TRENCH

VERTICAL

TRENCH WALL

HAUNCH ZONE

HAUNCHING

EXISTING CLAY GREASE TRAP

OUTFALL PIPE

BOTTOM PORTION OF GREASE TRAP TO REMAIN

EXISTING CLAY TOP BELL

SURFACE COURSE

WAPA CRUSHED ROCK

SEE SPECS

FRAME & COVER

SIZE 18A M.H.

CONCRETE

PRECAST

WITH CONCRETE MANHOLE SECTION

CLAY TOP BELL TO BE REMOVED AND REPLACED

1" BEDDING

BACKFILL

REUSED IMPERVIOUS

SDDOT AGGREGATE TYPE 1 CLASS B

SOLID PIPE INSIDE PIPE CASING

1" BEDDING

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:00:36 AM 8/12/2021

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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

O A

C S .d g n

O A

H E 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 F

E C

H N

E R

S

IT

E D

E T

A

IL

S

O A

H E R

E S

E R

V O

IR

CS501

D F

E C

H N

E R

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

S

IT

E D

E T

A

IL

S

O A

H E R

E S

E R

V O

IR

CS501

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

A N

S I

D

TRENCH WIDTH

NO SCALE

UNDER-ROAD CONSTRUCTION

NO SCALE

GENERAL PIPING NOTES:

B

TRENCH WIDTH

M

IN

C

P

IP

E Z

O N

E

Z O

N E

H A

U N

C H

SPRINGLINE

IN

IT

IA

L

B A

C K

F

IL

L

6" 6"

DRAIN PIPE BEDDING AND FILL DETAILS

SPRINGLINE

P

IP

E

Z O

N E B

A C

K F

IL

L

STABILIZED ROADWAY

DEEP OIL/DRAIN PIPE DETAILS:

9" 9"

4. SEE SPECIFICATION SECTION 32 23 00.00 20 FOR EXCAVATION AND FILL DETAILS.

SHALL BE AS SPECIFIED IN ASTM D 2321.

3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES

OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.

STEEL PIPES SHALL BE AS SPECIFIED IN SECTION 26, DIVISION II

2. MINIMUM COVER FOR CONSTRUCTION LOADS OVER CORRUGATED

SPECIFICATIONS.

SECTION 01400 SPECIAL SAFETY REQUIREMENTS OF THE

1. EXCAVATION AND TRENCHING SHALL BE IN ACCORDANCE WITH

NO SCALE

TYPICAL PLAN VIEW

NO SCALE

SECTION

18" DIA.

GREASE TRAP NOTES:

CLAY GREASE TRAP

1. Bc = OUTSIDE PIPE DIAMETER

LEGEND:

1. Bc = OUTSIDE PIPE DIAMETER

LEGEND:

4"

4"

FINAL BACKFILLBE LESS THAN 3/4 " IN THICKNESS

GROUT MIXTURE JOINT SHALL NOT

SECURELY SEATING IN A 1:2

COVER & FRAME INSTALLED BY

4. SEE AS-BUILTS FOR ADDITIONAL INFORMATION.

3. PIPE SECTIONS WILL NEED TO BE MEASURED IN THE FIELD PRIOR TO CONSTRUCTION.

2. PIPES SHOULD REMAIN AS INDICATED ON DEMOLITION PLAN.

1. REMOVE ENTIRE STRUCTURE IF GREASE TRAP IS TO BE REMOVED.

1. BEDDING DEPTH SHALL BE INCREASED TO 6" IN ROCK CUTS.

T O B

E R

E -U

S E

D E

X C

A V

A T

E D S

IL

SPRINGLINE

DEEP DRAIN PIPE DETAILS

R E -U

S E

D

GENERAL NOTES:

NEW PVC DRAIN PIPE CONSTRUCTION

PERFORATED.

PERFORATIONS. ALL OTHER PIPING WITHIN THE SWITCHYARD FENCE LINE SHALL BE

4. ENCASED PIPE AND PIPE OUTSIDE THE SWITCHYARD FENCE SHALL BE SOLID, WITHOUT

3. NEW PVC PIPE SHALL BE PLACED ABOVE GROUNDING MAT.

POSSIBLE.

2. REPLACEMENT PVC PIPE DEPTH SHOULD NOT EXCEED EXISTING PIPE DEPTH WHERE

INFORMATION.

FIRST CLEANOUT/VALVE OUTSIDE THE FENCE LINE. SEE SHEET CS101 FOR ADDITIONAL

INCREASES TO 6" FIVE FEET OUTSIDE OF A FENCE LINE OR AT THE LOCATION OF THE

1. PIPE DIAMETER OF NEW PVC DRAIN PIPE IS 4" INSIDE SWITCHYARD. DIAMETER

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

WITH 4" MAXIMUM

SIZE AS PIPE

GRADE, SAME

CAST IRON TO

ACCESS COVERACCESS COVER

ROCK BASE COURSE

WAPA CRUSHED

TYPE 1 CLASS B

SDDOT AGGREGATE

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:04:15 AM 8/12/2021

U .S

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O R

P S O

F E

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E E

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

O A

C S .d g n

O A

H E 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

6" OR LESS

8"

10"

12"

14"

16"

"2

"4

"4

"4

1"

1"

"-1"4

"2 11"-1

"2 11"-1

"2 11"-1

"2 11"-1

2"-3"

SIZE

CARRIER PIPE B T

C C

CLEARANCE DISTANCE

NOTES:

1. L=D WITH L MAX=16"

2. BEVEL END OF CASING PIPE TO REMOVE ALL SHARP EDGES.

3. DAMAGED OR DEFECTIVE END SEAL SHALL BE REPLACED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. THE SEAL SHALL BE ATTACHED TO THE PIPE AND CASING SO AS

TO PROVIDE A TIGHT END SEAL.

5. THE ANNUYLAR SPACE BETWEEN THE PIPE AND CASING SHALL

BE SEALED BY MEANS OF A MECHANICALLY ADJUSTABLE

SEGMENTED ELASTOMERIC SEAL.

6. SOLVENT CEMENT SEAMS SHALL PROVIDE A MINIMUM OF 2"

OVERLAP.

NOTES:

1. BC-MINIMUM BOTTOM CLEARANCE BETWEEN OUTSIDE DIAMETER OF

BELL, JOINT, OR GLAND AND CASING PIPE.

THE TOP.

2. TC-RANGE FOR CLEARANCE BETWEEN INSULATOR AND CASING PIPE AT

CARRIER PIPE

STEEL CASING PIPE

HDPE RUNNERS

OR CLAMP (TYP.)

STAINLESS STEEL BAND

TYPE OF JOINT

STAINLESS STEEL BAND

JOINT OR GLAND

DIAMETER OF BELL

LARGEST OUTSIDE

CARRIER PIPE

SPACERS

HDPE RUNNERS

STEEL CASING PIPE

BY MFG.

OR AS RECOMMENDED

END OF CASING PIPE

1'-0" MAX FROM

CASING PIPE

SEE NOTE 5

CARRIER PIPE

D

L L

BY MFG.

OR AS RECOMMENDED

10'-0" MAX

MAX.

2'-0" B C

C T

FOR CASING PIPE

END SEAL DETAIL

NO SCALE

NO SCALE

NO SCALE

ASECTION

A

W

IN AREAS OTHER THAN CONCRETE

1" CHAMFER WHEN LOCATED

WAY OR EQUIVALENT

#3 O BARS @ 8 O.C. EACH

NO SCALE

DETAIL VALVE BOX

VALVE BOX TOP

SEE NOTE 2

FINISH GRADE,

SEE NOTE 1

FINISH PAVEMENT,

ABOVE THE FINISHED GRADE.

CONCRETE RING NOT MORE THAN 1-INCH

FLUSH WITH THE VALVE BOX LID. EXTEND THE

A CONCRETE RING 18" IN DIAMETER x 4" THICK, CAST AROUND THE TOP OF EACH VALVE BOX

WHEN PLACED IN A NON-PAVED AREA,2.

DIAMETER x 8" THICK.

VALVE BOX A CONCRETE RING 3'-0" IN

AREAS, CAST AROUND THE TOP OF EACH

ROADS, SIDEWALKS, OR OTHER PAVED

1. WHERE VALVES ARE LOCATED IN

VALVE BOX NOTES:

SEE NOTES 1 & 2

GROUND LINE

BOX

ADJUSTABLE VALVE

VARIABLE

S P

E C

S E

E

OR TEE

> CROSS

TYPICAL VALVE SETTING

NO SCALE

PIPE CASING DETAILS

D F

E C

H N

E R

V A

L V

E A

N D P

IP

E C

A S

IN

G D

E T

A

IL

S

O A

H E R

E S

E R

V O

IR

CS502

D F

E C

H N

E R

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

V A

L V

E A

N D P

IP

E C

A S

IN

G D

E T

A

IL

S

O A

H E R

E S

E R

V O

IR

CS502

D F

E C

H N

E R

W

C

D A

V E

N P

O R

T

D F

E C

H N

E R

A N

S I

D

NO SCALE

FLOW FLOW

DRAIN PIPE CLEAN OUT

W F

B

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

S W

IT

C H

Y A

R D D

R A

IN

T

IL

E R

E P

L A

C E

M E

N T

A U

G U

S T

FOR INFORMATION ONLY - AS-BUILT