MR00114 - STEP 1 SOLICITATION.PDF

PDF 44 MB Posted Jan 31, 2026

Attached to: Fort Thompson Intake/Pumphouse Construction
Solicitation number: W9128F26BA018
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Jan 31, 2026

This is a Step 1 Solicitation document for a Two-Step Sealed Bidding procurement issued by the U.S. Army Corps of Engineers (USACE) Omaha District for construction of a water intake system and pump house facility at Fort Thompson, South Dakota. The solicitation number is W9128F26BA018, and this set-aside contract is restricted to small business firms with the applicable NAICS code 237990 (Other Heavy and Civil Engineering Construction). The contract is a Firm Fixed-Price award, with estimated construction magnitude between $5,000,000 and $10,000,000. The project requires construction of a wet well, raw water intake structure, pump house, and associated civil infrastructure including grading, utilities, and erosion control measures at Lake Sharpe. A mandatory site visit is scheduled for Tuesday, February 10, 2026. Contractors must be registered and maintain active, verified accounts in the System for Award Management (SAM) prior to contract award; the current small business size standard is $45,000,000.

The solicitation documents include comprehensive technical specifications, structural and civil engineering drawings, geotechnical data, and foundation details. Key structural components include a 72-inch diameter precast reinforced concrete wet well, CMU (concrete masonry unit) walls, steel joist roof framing with metal decking, continuous concrete footing systems, and a concrete slab-on-grade. The site is located at Lake Sharpe adjacent to Shore Beach Road near Fort Thompson and involves constructing a 58-foot by 45-foot intake building with FFE elevation at 1429.75 feet, along with associated gravel perimeter roads, fencing, propane tank pad, and generator pad. The raw water intake system includes a 14-inch gate valve, 14-inch intake pipe with Johnson screen (0.125-inch slot opening), and a 12-inch discharge line connecting to the existing treatment plant. Special inspections are required for structural steel welding, bolting, concrete construction, masonry, and soil compaction per IBC 2018 standards, with a Special Inspector of Record (SIOR) to be retained by the contractor prior to construction start.

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Other files

File	Type	Posted
Abstract of Bids - Fort Thompson.pdf	PDF	May 14, 2026
Am-0001_W9128F26BA018_Revised Spec Section 35 45 01.pdf	PDF	Apr 8, 2026
Wage Determination SD20260001 dated 01.30.2026.pdf	PDF	Apr 8, 2026
Wage Determination - SD20260032 dated 01.02.2026.pdf	PDF	Jan 31, 2026
Solicitation - W9128F26BA018_01.31.2026.pdf	PDF	Jan 31, 2026
Attachment A - Past Performance Questionnaire.docx	DOCX document	Jan 31, 2026
SPECS_Step-1_W9128F26BA018_Water-Intake(mr00114).pdf	PDF	Jan 31, 2026

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WATER INTAKE

FORT THOMPSON, SOUTH DAKOTA

W9128F26BA018

DECEMBER 2025

OMAHA DISTRICT

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®of Engineers

US Army Corps

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

TOPR 12805

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®of Engineers

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SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 6.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

INDEX

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®of Engineers

US Army Corps

U .S

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CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

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

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

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

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

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

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

+77.2

SAN

A N

T E

R I

N T

A K

F O

R T

T H

O M

P S

O N

O U

T H

D A

K O

T A

B A

D E

C E

M B

E R

A H

N E

C A

O L

A V

O M

A H

A D

N U

M B

E R

E N

A M

S L

G R

G E

N D

G-004

H K

S L

G R

-0 .d

M R

-0 .d g n

LETTER

SECTION

SECTION LETTER

ARROW INDICATES DIRECTION

LOCATED

SHEET WHERE DIRECTION IS

DETAIL NUMBER

NUMBER

ELEVATION

NUMBER

ELEVATION

IDENTIFICATION NUMBER

ELEVATION

KEY NOTE NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

S T

E P

D V

E R

E M

E N

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

MODSEC.

20 x 12

20 x 12 RG

20 x 12 SG

700 CFM

20 x 12 GR

20 x 12 SR

700 CFM

20 O/

700 CFM

12 x 12

700 CFM

12 x 6

THERMODYNAMIC TRAP

BUCKET TRAP

THERMOSTATIC TRAP

FLOAT TRAP

COMPRESSED AIR

VACUUM

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

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE CONDENSATE

PUMPED CONDENSATE

FEED WATER

HOT WATER HEATING SUPPLY

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

FOV

FOR

FOF

FOS

FOG

BBD

HWR

HWS

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

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

DHWR

DHW

DCW

CWS

CWR

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

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

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

AND HATCHED THUSLY.

OR SENSOR (AS INDICATED)

OUTDOOR AIR THERMOSTAT

THERMOSTAT

FOR ADDITIONAL LEGEND

SEE TEMPERATURE CONTROL DRAWINGS

(TYPE AS SPECIFIED) INDICATE

VAC

DOMESTIC HOT WATER RECIRC.

FPWH FREEZEPROOF WALL HYDRANT

HOSE BIBB

WCO

FLOOR CLEANOUT

G GAS

FLOOR DRAINFD

FD FLOOR DRAIN

ARCHITECTURAL LEGEND

CONCRETE/PRECAST CONCRETE

SOIL

PLASTER

SAND,EIFS FINISH COAT, OR CEMENT

BRICK

CMU

STONE

GRAVEL

FIBERGLASS BATT INSULATION

FIBERGLASS SEMI RIGID INSULATION

INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE RIGID

INSULATION

EXTRUDED POLYSTYRENE RIGID

POLYISOCYANURATE RIGID INSULATION

GYPSUM WALL BROAD

EXTERIOR GYPSUM SHEATHING

EXTERIOR CEMENT BOARD

RESISTANT GWB

COATED GLASS MAT WATER

PLYWOOD

COVER BOARD

ARCHITECTURAL SYMBOLS

ROOM NAME

101 ROOM NAME/NUMBER

RM_OCCUPANCY

101 ROOM OCCUPANCY & AREA

ROOM

150 SF

EGRESS LENGTH

EGRESS: EGRESS_ID

LENGTH

EGRESS ROUTE ID AND SECTION

1 A (OPPOSITE DIR.)

COLUMN LINES NUMBER-LETTER

DOOR NUMBER

A WINDOW TYPE

WALL AND PARTITION TYPESA

1i EQUIPMENT NUMBER

DIRECTION OF SIGHT PHOTOGRAPHX

CIVIL LEGEND MECHANICAL LEGEND GENERAL SYMBOLOGY

HEATING

DUCTWORK PLUMBING

REFRIGERATION

TEMPERATURE CONTROLS

FIRE RATED WALL SYMBOLS

MISCELLANOUS

VALVE & FITTING

HIGH PRESSURE STEAM

GENERAL NOTES

EXISTING NEW

BUILDING

ROADS

CURB & GUTTER

+77.2

SAN

WALKS

CONTOURS

SPOT GRADE ELEVATION

DIRECTION OF DRAINAGE

CULVERT

STORM DRAIN

SANITARY SEWER

(FORCE MAIN)

SANITARY SEWER

WATER LINE

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

FIBER OPTIC

WATER SUPPY

FIRE PROTECTION

ON TYPE OF UTILITY LINE

MANHOLE DEPENDING

CURB INLET

CB CATCH BASIN

FIRE HYDRANT

GATE VALVE & VALVE BOX

MW MOTORING WELL

DRILL HOLE

EXISTING

SF SF SF

SFF SFF SFF

SILT FENCE

SUPER SLIT FENCE

GUARD RAIL

FENCE

SCALE:

PLAN

SCALE:

PLAN

SCALE:

SECTION

XXX

LOCATED*

DETAIL IS

SHEET WHERE

PLAN TITLE

SECTION CUT MAKER

SECTION TITLE

DETAIL MARKER

# SCALE:

DETAIL

REPLACED BY A DASH (-).

MULTIPLE SHEETS, THE SHEET NUMBER IS

DETAILS THAT ARE CUT OR CALLED OUT ON

* FOR COMMON DETAILS AND SECTIONS OR

DETAIL TITLE

XXX

OF SECTION CUT

ARROW INDICATES DIRECTION

LOCATED*

SHEET WHERE SECTION IS

XXX

VIEW ELEVATION

ARROW INDICATES POINT OF

ELEVATION IS LOCATED

INDICATES SHEET WHERE

SINGLE ELEVATION PHOTO MARKER

MULTIPLE ELEVATION PHOTO MARKER

# SCALE:

ELEVATION

ELEVATION TITLE

NORTH

OF TRUE NORTH

ARROW INDICATES DIRECTION

NORTH ARROW

TARGET ELEVATION

PROJECT SITE

TO HIGHMORE

CHAMBERLAIN

TO PIERRE

TO WESSINGTON SPRINGS

CROW CREEK

COMMUNITY

FT. THOMPSON

COMMUNITY

STEPHAN

HIGH SCHOOLBIG BEND

COMMUNITY

TO RELIANCE

L A K E S H A R P E

MAC'S

CORNER

SHELBY

BIG BEND DAM

SITE MAP

W W

W W W W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

M R

4G I1

.d w g

N O

GI100

C :\T

N W

1\ N

W D

_G 6E

D D

7\ M

.D W

:5 2:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

O M

N , S

O U

A12 INTAKE RENOVATION SITE

NORTH

J14 FT. THOMPSON

NORTH

SHORE BEACH ROAD

PROPOSED INTAKE

BUILDING

IRRIGATION INTAKE

BUILDING

EXISTING INTAKE

BUILDING

LAKE SHARPE

E1 WESTERN SOUTH DATOKA

NORTH

PROJECT

LOCATION

NO SCALE

AutoCAD SHX Text C R O W

AutoCAD SHX Text C R E E K

AutoCAD SHX Text R E S E R V A T I O N

AutoCAD SHX Text

HUGHES CO.

AutoCAD SHX Text

HYDE CO.

AutoCAD SHX Text

HYDE CO.

AutoCAD SHX Text

BUFFALO CO.

AutoCAD SHX Text

LYMAN CO.

AutoCAD SHX Text North

AutoCAD SHX Text M c P H E R S O N

AutoCAD SHX Text B R O W N

AutoCAD SHX Text F A U L K

AutoCAD SHX Text E D M U N D S

AutoCAD SHX Text Greenway

AutoCAD SHX Text Eureka

AutoCAD SHX Text Hillsview

AutoCAD SHX Text Long Lake

AutoCAD SHX Text

LEOLA

AutoCAD SHX Text Wetonka

AutoCAD SHX Text Warner

AutoCAD SHX Text Craven

AutoCAD SHX Text

IPSWICH

AutoCAD SHX Text Roscoe

AutoCAD SHX Text Mina

AutoCAD SHX Text Hosmer

AutoCAD SHX Text Bowdle

AutoCAD SHX Text Loyalton

AutoCAD SHX Text Hoven

AutoCAD SHX Text Seneca

AutoCAD SHX Text

FAULKTON

AutoCAD SHX Text Tolstoy

AutoCAD SHX Text Onaka

AutoCAD SHX Text Wecota

AutoCAD SHX Text Cresbard

AutoCAD SHX Text Chelsa

AutoCAD SHX Text Northville

AutoCAD SHX Text Mellette

AutoCAD SHX Text Mansfield

AutoCAD SHX Text

GETTYSBURG

AutoCAD SHX Text Java

AutoCAD SHX Text Athol

AutoCAD SHX Text Artas

AutoCAD SHX Text D I C K E Y

AutoCAD SHX Text M c I N T O S H

AutoCAD SHX Text Blunt

AutoCAD SHX Text Harrold

AutoCAD SHX Text Holabird

AutoCAD SHX Text

HIGHMORE

AutoCAD SHX Text

MILLER

AutoCAD SHX Text St. Lawrence

AutoCAD SHX Text Vayland

AutoCAD SHX Text Wessington

AutoCAD SHX Text Mac's Corner

AutoCAD SHX Text Thompson

AutoCAD SHX Text Fort

AutoCAD SHX Text Lee's Corner

AutoCAD SHX Text Bonilla

AutoCAD SHX Text Tulare

AutoCAD SHX Text

REDFIELD

AutoCAD SHX Text Rockham

AutoCAD SHX Text Zell

AutoCAD SHX Text Polo

AutoCAD SHX Text

GANN VALLEY

AutoCAD SHX Text Lower Brule

AutoCAD SHX Text H A N D

AutoCAD SHX Text H Y D E

AutoCAD SHX Text B U F F A L O

AutoCAD SHX Text J E R A U L D

AutoCAD SHX Text Miranda

AutoCAD SHX Text Orient

AutoCAD SHX Text Ashton

AutoCAD SHX Text Burdette

AutoCAD SHX Text

WESSINGTON SPRINGS

AutoCAD SHX Text Big

AutoCAD SHX Text Bend

AutoCAD SHX Text Dam

AutoCAD SHX Text

RIVER

AutoCAD SHX Text L Y M A N

AutoCAD SHX Text B R U L E

AutoCAD SHX Text T R I P P

AutoCAD SHX Text G R E G O R Y

AutoCAD SHX Text Reliance

AutoCAD SHX Text Oacoma

AutoCAD SHX Text Pukwana

AutoCAD SHX Text Kimball

AutoCAD SHX Text White Lake

AutoCAD SHX Text

WINNER

AutoCAD SHX Text

KENNEBEC

AutoCAD SHX Text

CHAMBERLAIN

AutoCAD SHX Text Hamill

AutoCAD SHX Text Iona

AutoCAD SHX Text Dixon

AutoCAD SHX Text Dallas

AutoCAD SHX Text Colome

AutoCAD SHX Text Ideal

AutoCAD SHX Text Wewela

AutoCAD SHX Text Herrick

AutoCAD SHX Text St. Charles

AutoCAD SHX Text Bonesteel

AutoCAD SHX Text Fairfax

AutoCAD SHX Text Millboro

AutoCAD SHX Text Gregory

AutoCAD SHX Text

BURKE

AutoCAD SHX Text Lucas

AutoCAD SHX Text Joubert

AutoCAD SHX Text New Holland

AutoCAD SHX Text Harrison

AutoCAD SHX Text Stickney

AutoCAD SHX Text Aurora Center

AutoCAD SHX Text Platte

AutoCAD SHX Text Academy

AutoCAD SHX Text Bovee

AutoCAD SHX Text Geddes

AutoCAD SHX Text Shelby

AutoCAD SHX Text Ravinia

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

RIVER

AutoCAD SHX Text K E Y A P A H A

AutoCAD SHX Text B O Y D

AutoCAD SHX Text

LAKE ANDES

AutoCAD SHX Text White

AutoCAD SHX Text River

AutoCAD SHX Text C O R S O N

AutoCAD SHX Text C A M P B E L L

AutoCAD SHX Text P O T T E R

AutoCAD SHX Text Thunder Hawk

AutoCAD SHX Text Keldron

AutoCAD SHX Text Morristown

AutoCAD SHX Text Watauga

AutoCAD SHX Text Walker

AutoCAD SHX Text McLaughlin

AutoCAD SHX Text Little Eagle

AutoCAD SHX Text Kenel

AutoCAD SHX Text Wakpala

AutoCAD SHX Text Glad Valley

AutoCAD SHX Text Isabel

AutoCAD SHX Text Firesteel

AutoCAD SHX Text Glencross

AutoCAD SHX Text Trail City

AutoCAD SHX Text Red Elm

AutoCAD SHX Text

DUPREE

AutoCAD SHX Text Lantry

AutoCAD SHX Text Eagle Butte

AutoCAD SHX Text Ridgeview

AutoCAD SHX Text La Plant

AutoCAD SHX Text Akaska

AutoCAD SHX Text

SELBY

AutoCAD SHX Text

MOUND CITY

AutoCAD SHX Text Herreid

AutoCAD SHX Text Pollock

AutoCAD SHX Text Mobridge

AutoCAD SHX Text McINTOSH

AutoCAD SHX Text

TIMBER LAKE

AutoCAD SHX Text Whitehorse

AutoCAD SHX Text Glenham

AutoCAD SHX Text Mahto

AutoCAD SHX Text Bullhead

AutoCAD SHX Text Moreau

AutoCAD SHX Text River

AutoCAD SHX Text Grand

AutoCAD SHX Text River

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

RIVER

AutoCAD SHX Text Lake

AutoCAD SHX Text Pocasse

AutoCAD SHX Text Nat'l

AutoCAD SHX Text Wildlife

AutoCAD SHX Text Refuge

AutoCAD SHX Text S I O U X

AutoCAD SHX Text E M M O N S

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text Z I E B A C H

AutoCAD SHX Text H A A K O N

AutoCAD SHX Text S T A N L E Y

AutoCAD SHX Text D E W E Y

AutoCAD SHX Text H U G H E S

AutoCAD SHX Text J O N E S

AutoCAD SHX Text Cherry Creek

AutoCAD SHX Text Milesville

AutoCAD SHX Text Billsburg

AutoCAD SHX Text Ottumwa

AutoCAD SHX Text

PHILIP

AutoCAD SHX Text Midland

AutoCAD SHX Text Hayes

AutoCAD SHX Text Mission Ridge

AutoCAD SHX Text Agar

AutoCAD SHX Text

ONIDA

AutoCAD SHX Text

FORT PIERRE

AutoCAD SHX Text Cheyenne

AutoCAD SHX Text River

AutoCAD SHX Text Lake

AutoCAD SHX Text Oahe

AutoCAD SHX Text Bad

AutoCAD SHX Text River

AutoCAD SHX Text T O D D

AutoCAD SHX Text B E N N E T T

AutoCAD SHX Text Cottonwood

AutoCAD SHX Text

KADOKA

AutoCAD SHX Text

MURDO

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

WHITE RIVER

AutoCAD SHX Text Belvidere

AutoCAD SHX Text Draper

AutoCAD SHX Text Vivian

AutoCAD SHX Text Carter

AutoCAD SHX Text Witten

AutoCAD SHX Text Okreek

AutoCAD SHX Text Mission

AutoCAD SHX Text Mosher

AutoCAD SHX Text Wood

AutoCAD SHX Text Norris

AutoCAD SHX Text Parmelee

AutoCAD SHX Text Rosebud

AutoCAD SHX Text St. Francis

AutoCAD SHX Text Clearfield

AutoCAD SHX Text Keyapaha

AutoCAD SHX Text Olsonville

AutoCAD SHX Text Vetal

AutoCAD SHX Text Swett

AutoCAD SHX Text Allen

AutoCAD SHX Text Wanblee

AutoCAD SHX Text Tuthill

AutoCAD SHX Text Cedar Pass

AutoCAD SHX Text Interior

AutoCAD SHX Text Long Valley

AutoCAD SHX Text Cedar Butte

AutoCAD SHX Text J A C K S O N

AutoCAD SHX Text Presho

AutoCAD SHX Text B U T T E

AutoCAD SHX Text H A R D I N G

AutoCAD SHX Text Ladner

AutoCAD SHX Text Ludlow

AutoCAD SHX Text Camp Crook

AutoCAD SHX Text Ralph

AutoCAD SHX Text

BUFFALO

AutoCAD SHX Text Reva

AutoCAD SHX Text Hoover

AutoCAD SHX Text Redig

AutoCAD SHX Text Sorum

AutoCAD SHX Text Zeona

AutoCAD SHX Text Lodgepole

AutoCAD SHX Text Lemmon

AutoCAD SHX Text Shadehill

AutoCAD SHX Text

BISON

AutoCAD SHX Text Prairie City

AutoCAD SHX Text Usta

AutoCAD SHX Text Faith

AutoCAD SHX Text Mud Butte

AutoCAD SHX Text Meadow

AutoCAD SHX Text Little

AutoCAD SHX Text Missouri

AutoCAD SHX Text N. Fork Grand River

AutoCAD SHX Text Moreau River

AutoCAD SHX Text N. Fork

AutoCAD SHX Text Moreau River

AutoCAD SHX Text S. Fork

AutoCAD SHX Text Moreau River

AutoCAD SHX Text Shadehill Dam

AutoCAD SHX Text P E R K I N S

AutoCAD SHX Text B O W M A N

AutoCAD SHX Text A D A M S

AutoCAD SHX Text F A L L O N

AutoCAD SHX Text C A R T E R

AutoCAD SHX Text M E A D E

AutoCAD SHX Text Arpan

AutoCAD SHX Text Nisland

AutoCAD SHX Text Newell

AutoCAD SHX Text Vale

AutoCAD SHX Text Fairpoint

AutoCAD SHX Text Stoneville

AutoCAD SHX Text Opal

AutoCAD SHX Text Marcus

AutoCAD SHX Text Enning

AutoCAD SHX Text White Owl

AutoCAD SHX Text Plainview

AutoCAD SHX Text Howes

AutoCAD SHX Text Union Center

AutoCAD SHX Text Hereford

AutoCAD SHX Text Creighton

AutoCAD SHX Text Wasta

AutoCAD SHX Text New Underwood

AutoCAD SHX Text Ellsworth AFB

AutoCAD SHX Text

RAPID CITY

AutoCAD SHX Text Black Hawk

AutoCAD SHX Text Hisega

AutoCAD SHX Text Silver City

AutoCAD SHX Text Nemo

AutoCAD SHX Text Rochford

AutoCAD SHX Text Deerfield

AutoCAD SHX Text Piedmont

AutoCAD SHX Text Bear Butte

AutoCAD SHX Text St. Onge

AutoCAD SHX Text

STURGIS

AutoCAD SHX Text Savoy

AutoCAD SHX Text Cheyenne Crossing

AutoCAD SHX Text Englewood

AutoCAD SHX Text Maurice

AutoCAD SHX Text

DEADWOOD

AutoCAD SHX Text Lead

AutoCAD SHX Text Owanka

AutoCAD SHX Text Whitewood

AutoCAD SHX Text

SPEARFISH

AutoCAD SHX Text Belle Fourche

AutoCAD SHX Text River

AutoCAD SHX Text Belle Fourche Reservoir

AutoCAD SHX Text Orman Dam

AutoCAD SHX Text Cheyenne River

AutoCAD SHX Text S I O U X

AutoCAD SHX Text D A W E S

AutoCAD SHX Text S H E R I D A N

AutoCAD SHX Text F A L L R I V E R

AutoCAD SHX Text Caputa

AutoCAD SHX Text Farmingdale

AutoCAD SHX Text Scenic

AutoCAD SHX Text Wall

AutoCAD SHX Text Kyle

AutoCAD SHX Text Sharps Corner

AutoCAD SHX Text Porcupine

AutoCAD SHX Text Manderson

AutoCAD SHX Text Wounded Knee

AutoCAD SHX Text Denby

AutoCAD SHX Text Oglala

AutoCAD SHX Text Smithwick

AutoCAD SHX Text Oral

AutoCAD SHX Text Buffalo Gap

AutoCAD SHX Text Fairburn

AutoCAD SHX Text Hermosa

AutoCAD SHX Text Hayward

AutoCAD SHX Text Rockerville

AutoCAD SHX Text Hill City

AutoCAD SHX Text

CUSTER

AutoCAD SHX Text Blue Bell

AutoCAD SHX Text Pringle

AutoCAD SHX Text Burdock

AutoCAD SHX Text Edgemont

AutoCAD SHX Text Provo

AutoCAD SHX Text Rumford

AutoCAD SHX Text Ardmore

AutoCAD SHX Text Pine Ridge

AutoCAD SHX Text Keystone

AutoCAD SHX Text

HOT SPRINGS

AutoCAD SHX Text Cheyenne River

AutoCAD SHX Text Angostura Reservoir

AutoCAD SHX Text White River

AutoCAD SHX Text M O N T A N A

AutoCAD SHX Text N I O B R A R A

AutoCAD SHX Text W E S T O N

AutoCAD SHX Text Dewey

AutoCAD SHX Text C H E R R Y

AutoCAD SHX Text N O R T H D A K O T A

AutoCAD SHX Text Oahe Dam

AutoCAD SHX Text James

AutoCAD SHX Text

PLANKINTON

AutoCAD SHX Text M E L L E T T E

AutoCAD SHX Text Okaton

AutoCAD SHX Text White River

AutoCAD SHX Text Ree Heights

AutoCAD SHX Text Lowry

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BELLE FOURCHE

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GAME LODGE

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PIERRE

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ABERDEEN

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ALT

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ALT

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AutoCAD SHX Text Fort Randall Dam

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MISSOURI

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AutoCAD SHX Text O G L A L A L A K O T A

POORLY GRADED SAND WITH SILT, brown, loose, moist, FT23-01

February 28, 2024 N 631585.029 E 2199076.809

ELEV. 1432.0 FT

EOB - 68.2 FT BELOW GROUND SURFACE

0.0

5.0

10.0

DEPTH (FT)

BORING NOTES

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF

FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.

ARE FIELD DESCRIPTIONS MADE BY THE GEOLOGIST IN THE FIELD AT THE

TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT

THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT

THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF

THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION; HOWEVER,

WATER LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS

OF THE YEAR OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC

CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY GROUNDWATER

CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

3. PREVIOUS SOIL BORINGS AT THIS SITE WERE COMPLETED BY CORE

ENGINEERING, SEE SHEETS B-102 AND B-103.

4. FOR USACE AND CORE ENGINEERING SOIL BORING LOCATIONS, SEE

SHEETS B-104 AND B-105.

5. COORDINATE SYSTEM: SOUTH DAKOTA SOUTH STATE PLANE (4002)

DATUM: NAVD88, NAD83

BORING LEGEND

FT23-01

February 28, 2024

N 631585.029 E 2199076.809

ELEV. 1432.0 FT

% fines

EOB

BORING NUMBER

DATE BORING COMPLETED

UNITED STATES STATE PLANE COORDINATES, US SURVEY

FEET, ZONE 2500, MONTANA

TOP OF BORING ELEVATION ROUNDED TO NEAREST

HALF-FOOT (NAVD88)

NATURAL MOISTURE CONTENT IN PERCENT (ASTM D2216)

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT. NUMBER OF

BLOWS FOR A 140-POUND WEIGHT DROPPING 30 INCHES TO

DRIVE A 2-INCH OUTSIDE DIAMETER SAMPLER 1 FOOT.

PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200

SIEVE (ASTM D422 / C136)

BORING CAVE-IN DEPTH AND DATE MEASURED

END OF BORING

C.I. 1/11

SP-SM

1435 LL PI

WEATHERED CLAY SHALE, dark gray, very stiff, moist, SHALE, very dark gray, hard, dry, 15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

70.0

CORE RUN NO. 1: RQD: 90%, REC: 95%

CORE RUN NO. 3: RQD: 90%, REC: 95%

CORE RUN NO. 4: RQD: 90%, REC: 95%

CORE RUN NO. 2: RQD: 100%, REC: 100%

GROUNDWATER TABLE NOT ENCOUNTERED AT THE TIME OF DRILLING

26.3

15.2

28.7

22.1

24.8

24.0

23.3

20.6

24.5

24.6

22.8

18.7

22.2

19.9

22.5

31.8

26.0

72 51

85 58

(PCF)

UCS

(PSI)

28.3

27.1

28.3

86.5

91.7

90.5

91.0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

-1

.D W

:5 4:

C _N

C S_

5_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

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A, N E

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6B A0

O M

N , S

O U

C O

R N

C O

R N

L O

B-101

M R

4B -1

.d w g

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

D :\O

L O

S\ W

-1

.D W

:3 8:

O N

O C

H R

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6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

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A, N E

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R U

O R

C O

R N

C O

R E

G L

O G

B-102

M R

4B -1

.d w g

6B A0

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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SHEET ID

D :\O

L O

S\ W

-1

.D W

:3 8:

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O C

H R

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6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

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A, N E

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C O

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C O

R E

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O G

B-103

M R

4B -1

.d w g

6B A0

10+17

3+00 4+00 5+00 6+00

7+00 8+00

9+00

10+00

ALIGNMENT=WATER INTAKE PROJECT

STATION=0+00.00

OFFSET=0.00

NORTHING=631284.87

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=2+59.54

OFFSET=0.00

NORTHING=631544.41

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=5+56.74

OFFSET=0.00

NORTHING=631566.02

EASTING=2199230.24

ALIGNMENT=WATER INTAKE PROJECT

STATION=10+16.39

OFFSET=0.00

NORTHING=631411.56

EASTING=2199663.17

X FENCE

WATER LINE

ELECTRICAL LINE

VEGETATION TREE LINE

W W

W W W W W W W W W

3+00

4+00 5+00

ALIGNMENT=WATER INTAKE PROJECT

STATION=0+00.00

OFFSET=0.00

NORTHING=631284.87

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=2+59.54

OFFSET=0.00

NORTHING=631544.41

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=5+56.74

OFFSET=0.00

NORTHING=631566.02

EASTING=2199230.24

PROPOSED

INTAKE

BUILDING

(FFE 1429.75)

PROPOSED

INTAKE

WATER

LINE

1425.00

0 + 00

1 + 00

1 + 25

1 + 23

0 + 00

1 + 00

.00

1426.00

1430.00

1431.00 1429.00

1426.00

24.96% 24.56%

-2 .2

-2.

-2.18%-2.23%

-2 .2

8% -2

.1 6%

-2.40%

1425.78

1428.78

1428.79

1428.50

1428.76

1428.50

-6.77%

0 + 00

1 + 00

1 + 25

1428.00

EDGE

WATER

MECHANICAL

LINES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

M R

4B -1

.d w g

C O

R N

C O

R N

L O

B-301

D :\O

L O

S\ W

-1

.D W

:0 6:

O N

O C

H R

O M

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

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A, N E

N U

6B A0

O M

N , S

O U

KEY PLAN

A1 SCALE: 1" = 20' - 0"

BORING LOCATION PLAN

NORTH

LEGEND

GENERAL NOTES

NORTH

SCALE: 1":250'

1. SEE SHEET CG201 FOR GRADING CROSS SECTIONS.

2. SEE SHEET CE101 FOR EROSION CONTROL PLAN

3. SEE SHEET CS503 FOR EROSION CONTROL DETAILS

20' 40'0

CORE B-1

FT23-01 CORE B-2

10+17

3+00 4+00 5+00 6+00

7+00 8+00

9+00

10+00

ALIGNMENT=WATER INTAKE PROJECT

STATION=0+00.00

OFFSET=0.00

NORTHING=631284.87

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=2+59.54

OFFSET=0.00

NORTHING=631544.41

EASTING=2198953.76

ALIGNMENT=WATER INTAKE PROJECT

STATION=5+56.74

OFFSET=0.00

NORTHING=631566.02

EASTING=2199230.24

ALIGNMENT=WATER INTAKE PROJECT

STATION=10+16.39

OFFSET=0.00

NORTHING=631411.56

EASTING=2199663.17

X FENCE

WATER LINE

ELECTRICAL LINE

VEGETATION TREE LINE

10+17

6+00

7+00

8+00

9+00

10+00

ALIGNMENT=WATER INTAKE PROJECT

STATION=10+16.39

OFFSET=0.00

NORTHING=631411.56

EASTING=2199663.17

1425.91

1425.69

CLD

1425.53

CLD

1425.78

CLD

1431.31

TREE 193

1431.65

TREE

15273 1422.88

INV

15378 1431.57

GATE

15379 1432.02

GATE

15392 1425.78

INV

15396 1425.52

INV

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

M R

4B -1

.d w g

C O

R N

C O

R N

L O

B-302

D :\O

L O

S\ W

-1

.D W

:3 1:

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O C

H R

O M

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

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O L

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A, N E

N U

6B A0

O M

N , S

O U

KEY PLAN

A1 SCALE: 1" = 20' - 0"

BORING LOCATION PLAN

NORTH

LEGEND

GENERAL NOTES

NORTH

SCALE: 1":250'

1. SEE SHEET CG201 FOR GRADING CROSS SECTIONS.

2. SEE SHEET CE101 FOR EROSION CONTROL PLAN

3. SEE SHEET CS503 FOR EROSION CONTROL DETAILS

20' 40'0

CORE B-3

CORE B-4

Existing Water Intake ≈ 20.0' Depth (Location determined using USACE Lowrance

10HDS ON 7/10/2018)

W W

W W W W W

C P

N: 631797.87 E: 2199871.20

ELEV: 1451.75

FOFOFOFO

W Y

N SHORE ROAD

LAKE SHARPELAKE SHARPE

SHORE BEACH ROAD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

-1

.D W

:4 8:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

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R S

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O L

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A, N E

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6B A0

O M

N , S

O U

A1 SCALE: 1" = 60' - 0"

OVERALL EXISTING CONDITIONS

NORTH NORTH

GENERAL NOTES

SCALE : 1" = 60'

102101

M R

4V F1

-1

.d w g

N G

C O

N D

N S

VF100

N O

1. Coordinate System : HARN/SD.SD-SF

60' 120'0 ST

143214

C P

P C

FOFOFOFOFO

LAKE SHARPE

EDGE OF

WATER

SHORE BEACH ROAD

CULVERT

WATER LINE

FIBER OPTICS

WATER VALVE

UTILITY POLE

ELECTRICAL VALVE

EXISTING TREE

VEGETATION TREE LINE

MIDSTATE COMMUNICATIONS FIBERS

ELECTRICAL POWER LINE

LIGHTING CIRCUIT

UTILITY POLE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

-1

.D W

:4 7:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

6B A0

O M

N , S

O U

101 102

KEY PLAN

A1 SCALE: 1" = 40' - 0"

EXISTING CONDITIONS

NORTH

LEGEND

GENERAL NOTES

C H

- V

SCALE : 1" = 300'

NORTH

KEYNOTES

M R

4V F1

-1

.d w g

G C

O N

VF101

N O

40' 80'0

1. Coordinate System : HARN/SD.SD-SF

W W

W W W W W W W

N: 631797.87 E: 2199871.20

ELEV: 1451.75

W Y

EDGE OF

WATER

N SHORE ROAD

LAKE SHARPE

SHORE BEACH ROAD

CULVERT

WATER LINE

FIBER OPTICS

WATER VALVE

UTILITY POLE

ELECTRICAL VALVE

EXISTING TREE

VEGETATION TREE LINE

MIDSTATE COMMUNICATIONS FIBERS

ELECTRICAL POWER LINE

LIGHTING CIRCUIT

UTILITY POLE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

-1

.D W

:4 6:

C _N

C S_

5_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

6B A0

O M

N , S

O U

A1 SCALE: 1" = 40' - 0"

EXISTING CONDITIONS

NORTH

101 102

KEY PLAN

NORTH

LEGEND

GENERAL NOTES

SCALE : 1" = 300'

KEYNOTES

C H

- V

EXISTING

INTAKE

BUILDING

IRRIGATION

INTAKE

BUILDING

EXISTING

10" D.I.

PIPE

EXISTING

INTAKE

PAD

M R

4V F1

-1

.d w g

N O

VF102

G C

O N

40' 80'0

1. Coordinate System : HARN/SD.SD-SF

W W

W W W W W

C P

N: 631797.87 E: 2199871.20

ELEV: 1451.75

FOFOFOFO

SHORE BEACH ROAD

W W

W W W W

SHORE BEACH ROAD

E E E E E E

E E

E ESHORE BEACH ROAD

GRAVEL SURFACE/ROAD

FENCE

WATER LINE

ELECTRICAL LINE

JERSEY BARRIER

BOLLARD

CONSTRUCTION STAGING AREA

TEMPORARY BARBED WIRE PERIMETER FENCE

CONSTRUCTION LIMITS

W W

E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

M R

4C S1

.d w g

CS101

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

.D W

:5 1:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

6B A0

O M

N , S

O U

A1 SCALE: 1" = 60' - 0"

SITE PLAN

LEGEND

NORTH

60' 120'0

C P

SHORE BEACH ROAD

R20.0' R20.0'

W W

W W W W W W W W

SHORE BEACH ROAD

12.0'

2.0'

5.0'

15.0'

2.0'

28.0'

19.0'

SHORE BEACH ROAD

3.0'

6.0'

18 19

5 6

13 14

18 19

25.0'

COORDINATES

No.

NORTHING

631,574.00

631,558.00

631,579.00

631,579.18

631,585.00

631,573.00

631,585.00

631,573.00

631,588.00

631,543.02

631,542.99

631,541.01

631,590.00

EASTING

2,198,944.76

2,198,972.76

2,198,944.76

2,198,958.76

2,198,970.76

2,198,958.76

2,198,928.75

2,198,922.75

2,198,919.74

2,198,977.76

2,198,977.77

2,198,919.74

2,198,917.73

2,198,917.76

2,198,979.76

COORDINATES

No.

NORTHING

631,540.99

631,541.01

631,504.24

631,503.73

631,540.99

EASTING

2,198,979.75

2,198,939.73

2,198,958.66

2,198,905.45

2,198,924.74

ES ES

E E E E E E E E

75 KVA

SHORE BEACH ROAD

GRAVEL

ROAD

SLIDING

GATE

FENCE

(58' X 45')

PROPANE

TANK

PAD

PROPOSED

INTAKE

BUILDING

BOLLARD

GRAVEL PERIMETER

(62' X 49')

EDGE

WATER

PROPOSED

INTAKE

WATER

LINE

MECHANICAL

LINES

RAW

WATER

INTAKE

PERSONNEL

GATE

GENERATOR PAD

W W

E E

GRAVEL SURFACE/ROAD

FENCE

WATER LINE

ELECTRICAL LINE

JERSEY BARRIER

BOLLARD

CONSTRUCTION STAGING AREA

TEMPORARY BARBED WIRE PERIMETER FENCE

CONSTRUCTION LIMITS

W W

E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

M R

4C S1

.d w g

CS101

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

.D W

:5 2:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

6B A0

O M

N , S

O U

101 102

KEY PLAN

A1 SCALE: 1" = 20' - 0"

SITE PLAN

NORTH

LEGEND

GENERAL NOTES

C H

- C

SCALE : 1" = 300'

NORTH

KEYNOTES

1. SEE SHEET CS501 FOR FENCE DETAILS

2. SEE SHEET CS502 FOR GRAVEL ROAD DETAILS

3. SEE SHEET CU101 & CU102 FOR UTILITY PLAN

4. SEE SHEET CU501& CU502 FOR RAW WATER INTAKE DETAIL

5. CONCRETE WASHOUT FACILTITES, SUCH AS WASHOUT PITS

AND VINVYL OR METAL WASHOUT CONTAINERS SHALL NOT

BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN

DITCHES, OR WATER BODIES.

6. ONLY REMOVE TREES IF NECESSARY TO CONSTRUCT THE

PROJECT. PROTECT TREES TO REMAIN AND REPLACE ANY

DAMAGED OR REMOVED TREES PER THE REQUIREMENTS IN

01 57 20.00 10.

20' 40'0

SHORE BEACH ROAD

R20.0' R20.0'

W W

W W W W W W W W W W

SHORE BEACH ROAD

12.0'

2.0'

5.0'

15.0'

2.0'

28.0'

19.0'

SHORE BEACH ROAD

3.0'

6.0' 1

18 19

5 6

13 14

18 19

ES ES ES ES ES

E E E E E E

75 KVA

SHORE BEACH ROAD

GRAVEL

ROAD

SLIDING

GATE

FENCE

(58' X 45')

PROPANE

TANK

PAD

PROPOSED

INTAKE

BUILDING

BOLLARD

GRAVEL PERIMETER

(62' X 49')

EDGE

WATER

PROPOSED

INTAKE

WATER

LINE

MECHANICAL

LINES

PERSONNEL

GATE

GENERATOR PAD

W W

E E

GRAVEL SURFACE/ROAD

FENCE

WATER LINE

ELECTRICAL LINE

JERSEY BARRIER

BOLLARD

CONSTRUCTION STAGING AREA

TEMPORARY BARBED WIRE PERIMETER FENCE

CONSTRUCTION LIMITS

W W

E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C :\T

N W

1\ N

W D

_G 6E

G M

7\ M

.D W

:5 4:

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

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A, N E

N U

6B A0

O M

N , S

O U

101 102

KEY PLAN

A1 SCALE: 1" = 10' - 0"

ENLARGED SITE PLAN

NORTH

LEGEND

10.0'

2.0'

GENERAL NOTES

C H

- C

SCALE : 1" = 300'

NORTH

KEYNOTES

10' 20'0

CS401A

M R

4C S1

.d w g

1. SEE SHEET CS501 FOR FENCE DETAILS

2. SEE SHEET CS502 FOR GRAVEL ROAD DETAILS

3. SEE SHEET CU101 & CU102 FOR UTILITY PLAN

4. SEE SHEET CU501& CU502 FOR RAW WATER INTAKE DETAIL

5. CONCRETE WASHOUT FACILTITES, SUCH AS WASHOUT

PITS AND VINVYL OR METAL WASHOUT CONTAINERS SHALL

NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN

DITCHES, OR WATER BODIES

NO SCALE

NOTE:

STEEL PIPE FOR PIPE GUARDS SHALL CONFORM TO

SECTION 05 50 13 MISCELLANEOUS METAL FABRICATIONS

OF THE SPECIFICATIONS.

3 PIPE BOLLARD…

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File details come from the government source that posted it. Updated Jan 31, 2026.