Attachment 02 - Contract Drawings - Pike Island Hydraulic System Replacement.pdf

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E S of Engineers

US Army Corps

SOLICITATION NO.: W911WN23B8005

CONTRACT NO.:

ISSUE DATE:

PITTSBURGH DISTRICT

OHIO RIVER BASIN

PIKE ISLAND LOCKS AND DAM

HYDRAULIC SYSTEM REPLACEMENT

OHIO COUNTY, WEST VIRGINIA

OCTOBER 2022

100% CERTIFIED FINAL (HTC)

LOCKS & DAM

PIKE ISLAND

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#12 AWG, AND GROUND WIRE

SINGLE CABLE WITH 3 CONDUCTORS, 3/C#12 W/GRD

#12 AWG, IN 3/4" CONDUIT

FOUR CABLES, SINGLE CONDUCTOR 4-#12, 3/4"C

3 SINGLE CONDUCTORS, #12AWG3-#12

GROUND WIRE MAY NOT BE INCLUDED

SINGLE CABLE WITH 3 CONDUCTORS, 3/C

DIAMETERØ

TRANSFERXFER

TRANSFORMERXFMR

WATER TIGHT, WEIGHTWT

WEATHERPROOFWP

WITHOUTW/O

WATT-HOUR METERWHM

WATER HEATERWH

WEATHERPROOF & GFCIWG

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VOLTAGE TRANSFORMERVT

VARIABLE FREQUENCY DRIVEFVFD

VERTICALVERT

VENTILATOR(TION)VENT

VOLT AMPERES REACTIVEVAR

VOLT AMPERESVA

VOLT, VOLTAGEV

UNDERVOLTAGE RELAY (RELEASE)UVR

UNDERVOLTAGEUV

UTILITYUTIL

UPSTREAMUS

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNIT HEATERUH

UNDERGROUND FEEDERUF

UNDERGROUNDUGND

TRANSMITTERTX

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TOGGLE SWITCHTS

TAMPER RESISTANTTR

THERMOSTATTH

TRANSFORMERTFMR

TERMINALTERM

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETELE

TIME DELAYTD

TERMINAL BLOCKTB

TOP OFT/

TRANSFORMERT

ABBREVIATIONS:

INSIDE DIAMETERID

INTERRUPTING CAPACITYIC

HERTZHz

HEATING, VENTILATING, AIR CONDITIONINGHVAC

HIGH VOLTAGEHV

HEATERHTR

HEIGHTH

HIGH STRENGTHHS

HOURHR

HYDRAULIC POWER UNITHPU

HORSEPOWER, HIGH PRESSUREHP

HORIZONTALHORIZ

HAND-OFF-AUTOHOA

HUMAN-MACHINE INTERFACEHMI

HIGH MAST CONTROLLERHMC

HIGH INTERRUPTING CAPACITYHIC

HANDHOLEHH

HEAVY DUTYHD

GROUND, GROUNDEDGRD

GALLONS PER MINUTEGPM

GENERAL PURPOSEGP

GROUNDGND

GROUND FAULT PROTECTIONGFP

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FAULT INTERRUPTERGFI

GROUND FAULTGF

GENERAL, GENERATORGEN

GENERAL CONTRACTORGC

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FULL VOLTAGE CONTACTORFVC

FUSEFU

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FIRE RESISTANT, FIRE RATINGFR

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FIBER OPTIC BREAKOUTFOB

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FIBER OPTIC CABLEF/O

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EXTERIOR RECEPTACLEEXRC

EXTERIOR LIGHTEXLT

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ELEVATOR, ELEVATIONELEV

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ELECTRICAL CONTRACTOREC

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EAST, EMERGENCYE

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DOUBLE POLE, SINGLE THROWDPST

DOUBLE POLE, DOUBLE THROWDPDT

DUST PROOFDP

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DISTRIBUTIONDIST

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DEMOLITIONDEMO

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DIRECT CURRENTDC

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CONDENSING UNITCU

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CURRENT TRANSFORMERCT

CONTROL STATIONCS

CONTROL RELAYCR

CONTROL POWER TRANSFORMERCPT

CONTROL PANELCP

CONTRACTING OFFICERS REPRESENTATIVECOR

COMPARTMENTCOMPT

COMPRESSOR COMPR

COMMON COM

CARBON DIOXIDE CO2

CLEAR, CLEARANCECLR

CURRENT LIMITING FUSECLF

CIRCUIT BREAKER CKT BKR

CIRCUITCKT

CIRCUIT CIR, CKT

CHECK CHK

CLOSED CIRCUIT TELEVISION CCTV

CABLE REEL CBLR

CIRCUIT BREAKERCB

CAPACITY CAP

CABINET CAB

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BLOCKING SOLENOID VALVE, MITER GATEBSV

BREAKERBKR

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BELOW FINISHED GRADE BFG

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AVERAGE AVG

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AUTOMATIC TRANSFER SWITCHATS

AMPERE TRIPAT

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AMERICAN NATIONAL STANDARDS INSTITUTE ANSI

ANODIZE ANOD

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ALTERNATE ALT

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AMPERE INTERRUPTING CAPACITYAIC

AIR HANDLING UNIT AHU

AIR HANDLER AH

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ABOVE FINISHED FLOORAFF

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SHIELDED TWISTED PAIRSTP

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SOLID STATE PROTECTION RELAYSSPR

SOFT STARTER, SAFETY SWITCHSS

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SPECIFICATIONSPEC

SINGLE POLE, DOUBLE THROWSPDT

SINGLE POLESP

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SECONDARYSEC

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SHORT CIRCUIT RATINGSCR

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REFERENCEREF

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RIVER CHAMBER INTERLOCK CONTROL PANELRC-ICP

REMOTE CONTROLRC

RESISTANCE, RECEPTACLER

QUANTITYQTY

POLYVINYL CHLORIDEPVC

PROPORTIONAL VALVE, MITER GATEPV

POWERPWR

POTENTIAL TRANSFORMERPT

POUNDS PER SQUARE INCHPSI

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OVERHEADOH

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OVERCURRENT RELAYOCR

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NOMINALNOM

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NATIONAL ELECTRICAL MFR ASSOC.NEMA

NATIONAL ELECTRICAL CODENEC

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NOT AVAILABLE, NOT APPLICABLEN/A

NORTHN

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MEGAVOLT AMPERESMVA

MEGAVOLT, MEDIUM VOLTAGE MV

MANUAL TRANSFER SWITCHMTS

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MOTOR STARTERMS

MOTORMOT

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MASONRY OPENINGMO

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MISCELLANEOUSMISC

MINIMUMMIN

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MANUFACTURERMFR

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MECHANICALMECH

MAIN DISTRIBUTION PANELBOARDMDP

MOLDED CASE CIRCUIT BREAKERMCCB

MOTOR CONTROL CENTERMCC

MAIN CIRCUIT BREAKERMCB

MOTOR CONTROLMC

MAXIMUMMAX

MATERIALMATL

MANUALMAN

MAINTENANCEMAINT

MAGNETIC STARTERMAG STR

MAGNETICMAG

MACHINEMACH

MOTOR, CONTACTORM

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LOW VOLTAGELV

LIGHTINGLTG

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LOCKED ROTOR AMPSLRA

LIGHTING PANEL NUMBER-CIRCUIT NUMBERLP#-#

LIGHTING PANELLP

LOCKOUT/TAGOUTLOTO

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LONG, LENGTHLG

LIGHT EMITTING DIODELED

LOADLD

LAND CHAMBER INTERLOCK CONTROL PANELLC-ICP

LIGHT CONTROLLC

LABELLBL

POUND, CONDUIT BODYLB

LIGHTNING ARRESTERLA

KILOWATT-HOURkWH

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

THOUSAND, KEYK

JUNCTION BOXJB, J-BOX

INVERTINV

INTERIOR, INTERNALINT

INSULATIONINSUL

INSTALLATIONINST

INCLUDEDINCL

INCHIN

ISOLATED GROUNDIG

CONTRACTOR WORK LIMITS

SERVICE BRIDGE WALKWAY

A1

SCALE: 1" = 80'

PLAN - CONTRACTOR WORK LIMITS

SERVICE BUILDING

OPERATION BUILDING

CONTROL SHELTER NO. 1

CONTROL SHELTER NO. 3

CONTROL SHELTER NO. 4

DAM

LOCK ACCESS DRIVEWAY

WHEELING HERITAGE TRAIL

WHEELING HERITAGE TRAIL

CONTROL SHELTER NO. 2

CONTRACTOR WORK LIMITS

ESPLANADE RAMP

LAND WALL PIER

MIDDLE WALL PIER

PIER NO. 1

FIXED WEIR

ACCESS PIER

FISHERMAN

ABUTMENT

RIGHT BANK

CONTRACTOR LAYDOWN AREA

MOORING AREA

OVERNIGHT

CONTRACTOR

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LEGEND

GENERAL SHEET NOTES

CONTRACTOR WORK LIMITS

USACE PROPERTY LINE

CONTRACTOR LAYDOWN AREA

REPRESENT EXISTING FEATURES.

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

CONTRACTOR WORK LIMITS NOTES

NORTH

PLAN

80' 160'0

ELEV 623.0

HANNIBAL POOL

ELEV 644.0

PIKE ISLAND POOL

CONTRACTOR OVERNIGHT MOORING AREA

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A L L

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W V R

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DAM

DRIVE

U P P

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A L L

WEST VIRGINIA

OHIO COUNTY

VILLAGE OF CLEARVIEW

INFORMATION ON ANTICIPATED LOCK CLOSURES.

THE LOCAL SYSTEM. SEE PROJECT SPECIFICATIONS FOR MORE

DURING EQUIPMENT SWITCHING FROM THE CENTRALIZED SYSTEM TO

IT IS ANTICIPATED THAT MULTIPLE DAY CLOSURES SHALL OCCUR ONLY

LOCK CHAMBER CLOSURES SHALL BE MINIMIZED BY THE CONTRACTOR. 9.

00.00 08.

MASTER AND COMPLY WITH PROJECT SPECIFICATIONS SECTION 01 35

AUXILIARY CHAMBERS SHALL BE COORDINATED WITH THE LOCK

UPSTREAM OR DOWNSTREAM APPROACHES TO THE MAIN AND

REQUESTS FOR LOCKAGE, OR FOR TEMPORARY MOORING WITHIN THE

COMMERCIAL NAVIGATION HAS PRIORITY FOR LOCKAGES. ALL 8.

SPECIFICATIONS SECTION 01 35 00.00 08 FOR REQUIREMENTS.

WALL, OR AREA DESIGNATED ON THIS SHEET. REFER TO PROJECT

NOT BE PERMITTED TO REMAIN MOORED AT THE LAND WALL, MIDDLE

PERIODS OF HIGH WATER, THE CONTRACTOR'S FLOATING PLANT SHALL

OVERNIGHT WITHIN THE AREA DEFINED ON THIS SHEET. DURING

THE CONTRACTOR'S FLOATING PLANT SHALL ONLY BE MOORED 7.

WEIGHT RESTRICTIONS ON THE MITER GATE WALKWAYS.

REFER TO PROJECT SPECIFICATIONS SECTION 01 35 00.00 08 FOR 6.

OFFICER OR DESIGNATED REPRESENTATIVE.

GATES WILL BE PERMITTED AS APPROVED BY THE CONTRACTING

CLOSED, MATERIAL AND EQUIPMENT DELIVERY ACROSS THE MITER

CONTRACTOR'S FLOATING PLANT. DEPENDENT UPON WHICH GATE IS

CHAMBERS TO ACCESS THE PROJECT WORK AREA AND/OR ACCESS THE

DOWNSTREAM MITER GATES OF THE MAIN AND AUXILIARY LOCK

THE CONTRACTOR MAY UTILIZE EITHER THE UPSTREAM OR 5.

CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE.

THE ESPLANADE MAY BE PROVIDED UPON APPROVAL BY THE

EQUIPMENT OR SUPPLIES. ADDITIONAL LAYDOWN/STORAGE AREA ON

STAGE FOR CONSTRUCTION OR USE AS A STORAGE AREA FOR

THE CONTRACTOR SHALL USE THE DESIGNATED LAYDOWN AREA TO 4.

SUPPLIES.

FOR CONSTRUCTION, OR AS A STORAGE AREA FOR EQUIPMENT OR

NOT USE THE LOCK ACCESS ROAD FOR VEHICLE PARKING, TO STAGE

INGRESS TO AND EGRESS FROM THE SITE. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL USE THE LOCK ACCESS ROAD ONLY FOR 3.

PROVIDED BY THE CONTRACTOR.

POWER AND LIGHTING DURING NON-DAYLIGHT WORK HOURS, SHALL BE

AVAILABLE TO THE CONTRACTOR. UTILITIES, INCLUDING TEMPORARY

AND EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE

GOVERNMENT UTILITIES, INCLUDING WATER, ELECTRICITY, FUEL, ETC., 2.

REDUCE THE CONTRACTOR WORK LIMITS AS WORK IS COMPLETED.

THE CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE MAY

THE MAXIMUM CONTRACTOR WORK LIMITS ARE SHOWN ON THIS SHEET. 1.

RESTRICTIONS ON THE SERVICE BRIDGE WALKWAY.

WORK BEING PERFORMED. SEE SPECIFICATIONS FOR WEIGHT

MITER GATES ARE OUT OF OPERATION DUE TO HPU INSTALLATION

AS AN ALTERNATE ROUTE OF ACCESS TO THE WORK AREAS IF THE

MIDDLE WALL PIER, AND PIER NO. 1 IS AVAILABLE TO THE CONTRACTOR

THE SERVICE BRIDGE WALKWAY BETWEEN THE LAND WALL PIER, THE 3.

FOR INTERVALS OF MORE THAN 2 HOURS.

ADVANCE OF ANY PLANNED CLOSURES OF THE MAIN LOCK CHAMBER

NAVIGATION NOTICES SHALL BE ADVERTISED TO INDUSTRY 21 DAYS IN 2.

SECTION 01 35 00.00 08 FOR REQUIREMENTS.

VIA FLOATING PLANT AND CRANE. REFER TO PROJECT SPECIFICATIONS

AUXILIARY LOCK CHAMBERS FOR PLACEMENT OF THE NEW HPU UNITS,

THE CONTRACTOR SHALL BE PERMITTED USE OF THE MAIN AND 1.

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M

ID

D L E W

A L L

BANK

RIGHT

BANK

LEFT

NO. 2

PIER

NO. 3

PIER

NO. 4

PIERNO. 5

PIERNO. 6

PIERNO. 7

PIER

NO. 8

PIER

NO. 9

PIERNO. 10

PIER

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IV

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DEEP

RUN

ROAD

DEEP

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OHIO

BELMONT COUNTY

VILLAGE OF YORKVILLE

SHEET KEYNOTES

—1632932.13602850.59——0+00

USACE DISK SERVICE BRIDGE719.011631681.99603525.57—AFI299M12

USACE DISK SERVICE BRIDGE719.011633013.58603075.72—AFI298M11

USACE DISK RIVER WALL655.66655.66601878.63—AFI305M8

USACE DISK RIVER WALL655.551632729.86603082.29—AFI304M7

USACE DISK MIDDLE WALL655.671632434.78601840.89—AFI303M6

USACE DISK MIDDLE WALL655.551632841.46603044.58—AFI302M5

USACE DISK LAND WALL655.571632726.24602241.04—AFI301M4

USACE DISK LAND WALL655.591632940.77602876.16KY2974AFI293M3

PEDESTAL MONUMENT OFF STRUCTURE674.541632842.04602243.22—AFI300M2

PEDESTAL MONUMENT OFF STRUCTURE670.751633046.01602975.04—AFI297M1

DESCRIPTION

(USFT)

ELEVATION

NAVD88

(USFT)

EASTING

NSRS GRID

(USFT)

NORTHING

NSRS GRID

PID

NGS

PID

COE

NAME

SURVEY CONTROL

M12

M6

M8

M4

M2 M1

M11

M5

M7

FLOW

OHIO RIVER

M3

0+00

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

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D E

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IG

N E

D B

Y

C O

N T

R A

C T

N O

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IC

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U E

D A

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SHEET ID

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

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E N

G

IN

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N D

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IF

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D F

IN

A

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H T

V-101

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IV

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IN

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IK

E I S

L A

N D

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C K

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D A

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H Y

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A U

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IC

S Y

S T

E M

R E

P L

A C

E M

E N

T

J H

A A

S

B B

A K

E R

R P

R

IC

E

K S

C O

T T

A N

S I D

O C

T O

B E

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W N

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P

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T S

B U

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H D

IS

T

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IC

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Y A

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P

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B U

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H P

A

O J E

C T

D A

T A

A1

SURVEY CONTROL PLAN

SCALE: 1"=200'

(LEGACY - 0.42FT = NAVD88)

APPROXIMATELY 0.42FT LESS THAT SHOWN ON THE REFERENCE DRAWINGS.

CONTRACT DRAWINGS ARE BASED ON NAVD88 VERTICAL DATUM WHICH IS

REFERENCE DRAWINGS ARE BASED ON A LEGACY VERTICAL DATUM, AND THE 11.

(USACE SURVEY MARKER AND RETRIEVAL TOOL) AND SEARCH VIA THE COE PID.

ON THIS DRAWING. FOR GEOGRAPHIC COORDINATES PLEASE CONSULT U-SMART

THE GOVERNMENT OF RECOVERY OF ANY OF THE SURVEY CONTROL MONUMENTS

THE PUBLIC WEBSITE USMART.USACE.ARMY.MIL SHALL BE UTILIZED FOR NOTIFYING 10.

MONUMENTS.

THREAD, A TRIBRACH IS REQUIRED FOR APPROPRIATE USE OF THE PEDESTAL

THE DATUM POINT ON PEDESTAL MONUMENTS IS THE TOP CENTER OF THE 5/8" ALL-9.

THE SCALE FACTOR FOR THE PROJECT IS 0.99998235.8.

BUILT" DRAWINGS O-LPI-20/1.2 DATED 30 JUNE 1963.

MIDDLE WALL AND MATCHING THEM TO HISTORICAL STATIONING FOUND ON "AS

0+00 WAS REESTABLISHED BY LOCATING MONOLITH JOINTS ON THE LAND AND 7.

STATIONS UPSTREAM AND "B" REFERRING TO STATIONS DOWNSTREAM.

AND IS COINCIDENT WITH THE CONSTRUCTION BASELINE, WITH "A" REFERRING TO

STATIONING IS DEFINED FROM 0+00, WHICH IS EXPRESSED IN NSRS COORDINATES 6.

RIVER AND "L" REFERRING TO THE LEFT DESCENDING BANK OF THE RIVER.

COORDINATES), WITH "R" REFERRING TO THE RIGHT DESCENDING BANK OF THE

DEFINED BY THE END POINTS M3 AND M4 (EXPRESSED IN NSRS GRID

THE OFFSETS ARE DEFINED FROM THE CONSTRUCTION BASELINE WHICH IS 5.

SQUARES SOFTWARE WHERE STATION M3 WAS CONSTRAINED VERTICALLY.

DEFORMATION SURVEY (DIGITAL LEVELING) WHICH WAS ADJUSTED USING LEAST

THE ORTHOMETRIC HEIGHTS (ELEVATIONS) WERE DERIVED FROM A 2019 4.

SURVEY FEET (USFT).

THE VERTICAL DATUM ON THIS SHEET IS NAVD88 AND THE UNITS ARE IN U.S. 3.

SQUARES SOFTWARE WHERE STATION M4 WAS CONSTRAINED HORIZONTALLY.

SURVEY (GNSS AND ROBOTIC TOTAL STATION) WHICH WAS ADJUSTED USING LEAST

THE HORIZONTAL COORDINATES WERE DERIVED FROM A 2019 DEFORMATION 2.

FEET (USFT).

SYSTEM IS WEST VIRGINIA NORTH ZONE (FIPS 4701). THE UNITS ARE IN U.S. SURVEY

THE HORIZONTAL DATUM ON THIS SHEET IS NAD83(2011). THE GRID COORDINATE 1.

GENERAL NOTES

NATIONAL GEODETIC VERTICAL DATUM OF 1929NAD29

NORTH AMERICAN DATUM OF 198383NAD

NORTH AMERICAN VERTICAL DATUM OF 1988NAVD88

SURVEY FOOTUSFT

RIGHTRT

LEFTLT

LENGTH OF CURVEL

TANGENTT

RADIUSR

DEGREE OF CURVATURED

DELTA - EXTERNAL ANGLEΔ

POINT OF TANGENTPT

POINT OF CURVEPC

POINT OF INTERSECTIONPI

POINT OF ENDPOE

POINT OF BEGINNINGPOB

ABBREVIATIONS

HORIZONTAL AND VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

LEGEND

400'0 200'

NORTH

PLAN

A1

SCALE: NTS

HYDROGRAPHS (UPPER POOL) 2011 TO 2016

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

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D E

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K S A

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H D

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B U

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H P

A

W N

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T O

B E

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A N

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V-601

Y

D R

O G

R A

P H

S

U P

P E

R P

O O

L

T

O

H

H

S

B A

R T

H O

L O

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E L E

IS

U R

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G E

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G E

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S K I

MEASURED POOL ELEVATIONS.

ARE DUE TO GATE OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS IN

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT UPPER POOL (ELEV 643.3)6.

SUBTRACT 0.68 FROM NGVD29 VALUES.

THE NGVD29 DATUM IS 0.68 HIGHER THAN NAVD88. TO OBTAIN NAVD885.

CORRECTED.

DATA FROM THE FIELD WAS SCREEKED AND INACCURATE DATA VALUES WERE

BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION4.

ELEVATION OF THE UPPER POOL GAGE IS 631.2 FEET NAVD88.

TARGET UPPER POOL IS AN ELEVATION OF 643.3 FEET NAVD88. THE ZERO3.

ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 651.0 FEET, THE ACTUAL PEAK2.

LOCKS AND DAM.

COMPUTED FROM ARMY CORPS OF ENGINEERS RECORDS AT PIKE ISLAND

HISTORICAL STATE HYDROGRAPHS ARE BASED ON DAILY AVERAGE VALUES1.

GENERAL NOTES

HYDROGRAPHS (UPPER POOL) 2017 TO 2021

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

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US Army Corps

U .S

A R

M Y C

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IK

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N D L

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K S A

N D D

A M

H Y

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A U

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IC

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Y S

T E

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L A

C E

M E

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B U

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H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

V-602

D R

O G

R A

P H

S

U P

P E

R P

O O

L

T

O

H

H

S

B A

R T

H O

L O

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W

E L E

IS

U R

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G E

O R

G E

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O N

K

K A

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IN

S K I

ARE DUE TO GATE OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS IN

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT UPPER POOL (ELEV 643.3)6.

SUBTRACT 0.68 FROM NGVD29 VALUES.

THE NGVD29 DATUM IS 0.68 HIGHER THAN NAVD88. TO OBTAIN NAVD885.

CORRECTED.

DATA FROM THE FIELD WAS SCREEKED AND INACCURATE DATA VALUES WERE

BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION4.

ELEVATION OF THE UPPER POOL GAGE IS 631.2 FEET NAVD88.

TARGET UPPER POOL IS AN ELEVATION OF 643.3 FEET NAVD88. THE ZERO3.

ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 651.0 FEET, THE ACTUAL PEAK2.

LOCKS AND DAM.

COMPUTED FROM ARMY CORPS OF ENGINEERS RECORDS AT PIKE ISLAND

HYDROGRAPHS (LOWER POOL) 2011 TO 2016

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

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N D L

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K S A

N D D

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H Y

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IC

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Y S

T E

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C E

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H D

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T R

IC

T

L

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P

IT

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B U

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H P

A

W N

B

O C

T O

B E

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V-603

D R

O G

R A

P H

S

L O

W E

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O O

L

T

O

H

H

S

B A

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H O

L O

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W

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IS

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G E

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G E

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O N

K

K A

M

IN

S K I

ARE DUE TO GATE OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS IN

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT LOWER POOL (ELEV 622.3)6.

SUBTRACT 0.68 FROM NGVD29 VALUES.

THE NGVD29 DATUM IS 0.68 HIGHER THAN NAVD88. TO OBTAIN NAVD885.

CORRECTED.

DATA FROM THE FIELD WAS SCREEKED AND INACCURATE DATA VALUES WERE

BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION4.

ELEVATION OF THE LOWER POOL GAGE IS 610.3 FEET NAVD88.

TARGET LOWER POOL IS AN ELEVATION OF 622.3 FEET NAVD88. THE ZERO3.

ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 647.0 FEET, THE ACTUAL PEAK2.

LOCKS AND DAM.

COMPUTED FROM ARMY CORPS OF ENGINEERS RECORDS AT PIKE ISLAND

HYDROGRAPHS (LOWER POOL) 2017 TO 2021

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

A

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V-604

D R

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R A

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IN

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ARE DUE TO GATE OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS IN

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT LOWER POOL (ELEV 622.3)6.

SUBTRACT 0.68 FROM NGVD29 VALUES.

THE NGVD29 DATUM IS 0.68 HIGHER THAN NAVD88. TO OBTAIN NAVD885.

CORRECTED.

DATA FROM THE FIELD WAS SCREEKED AND INACCURATE DATA VALUES WERE

BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE RAW NAVIGATION4.

ELEVATION OF THE LOWER POOL GAGE IS 610.3 FEET NAVD88.

TARGET LOWER POOL IS AN ELEVATION OF 622.3 FEET NAVD88. THE ZERO3.

ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 647.0 FEET, THE ACTUAL PEAK2.

LOCKS AND DAM.

COMPUTED FROM ARMY CORPS OF ENGINEERS RECORDS AT PIKE ISLAND

STAGE EXCEEDENCE GRAPH

A11

SCALE: NTS

PIKE ISLAND RC 1991 GRAPH

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

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DATUM.

THE NAVD88 DATUM, AS SHOWN, IS 0.68 FEET LOWER THEN THE NGVD294.

IS 610.3 NAVD88.

OF 622.3 NAVD88. THE ZERO ELEVATION OF THE NORMAL UPPER POOL GAGE

PROJECT NORMAL LOWER POOL IS A STAGE OF 12.0 FEET AND AN ELEVATION3.

IS 631.2 NAVD88.

OF 643.2 NAVD88. THE ZERO ELEVATION OF THE NORMAL UPPER POOL GAGE

PROJECT NORMAL UPPER POOL IS A STAGE OF 12.0 FEET AND AN ELEVATION2.

LOCKS AND DAM.

COMPUTED FROM ARMY CORPS OF ENGINEERS RECORDS AT PIKE ISLAND

SCALE: 1" = 80'

PLAN - OVERALL STRUCTURAL DEMOLITION WORK AREAS

OHIO RIVER

FLOW

MAIN CHAMBER 110' x 1200'

AUXILIARY CHAMBER 110' x 600'

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

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R U

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REPRESENT EXISTING FEATURES.

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

NORTH

PLAN

80' 160'0

SD401

A1

SD401

G1

SD402

A1

SD402

H1

SD403

H7

SD405

G1

SD404

A1

SD404

A7

SD404

A13

SD404

G1

SD404

G7

BULKHEAD RECESS

OF LAND WALL

RIVER FACE

PUMP WELL

CABLE TRENCH

EXISTING

OF LAND WALL

RIVER FACE

PUMP WELL

EMPTYING VALVE RECESS

BULKHEAD RECESS

OUTLET RECESS

ELECTRICAL

LIGHT

OUTLET RECESS

ELECTRICAL

LIGHT

RECESS

PIPE

RECESS

PIPE

BULKHEAD RECESS

CABLE TRENCH

EXISTING

PIPE TRENCH

A1

SCALE: 1" = 10'

PLAN - STRUCTURAL DEMOLITION AREAS - UPPER LAND WALL

G1

SCALE: 1" = 10'

PLAN - STRUCTURAL DEMOLITION AREAS - LOWER LAND WALL

164'-5" 8'-0 3/16 "

6'-5 3/16 "

124'-4 3/8 "

24'-4 3/16 "13'-0 3/16 "

L-16 L-17

L-18

L-20

L-19

S T

A

.0

A

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

A

M J

MACHINERY RECESS

MITER GATE

RECESS

VALVE

FILLING

OHIO RIVER

FLOW

AUXILIARY CHAMBER 110' x 600'

OHIO RIVER

FLOW

AUXILIARY CHAMBER 110' x 600'

S T

A

.0

B

M J

L-29

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

L-30 L-31

L-32 L-33 L-34

MACHINERY RECESS

MITER GATE

MITER GATE RECESS

MITER GATE RECESS

S T

A

.0

B

M J

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

C

E R

T

IF

IE

D F

IN

A L

H T

C )O

H

IO

R

IV

E R B

A S

IN

P

IK

E I S

L A

N D L

O C

K S A

N D D

A M

H Y

D R

A U

L

IC

S

Y S

T E

M R

E P

L A

C E

M E

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

SD401

A N

S E

N L

A R

G E

D D

E M

O L

IT

IO

N W

O R

K A

R E

A S

S H

E E

T O

F

S T

R U

C T

U R

A L D

E M

O L

IT

IO

N

A

H E

L F F

R

IC

H

B

C R

A T

T Y

J

D U

B O

IS

G

M E

Y E

R

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

NORTH

PLAN

CONCRETE REMOVAL NOTES

DO NOT DEMOLISH PARTIAL SECTIONS.

WHOLE SECTIONS ONLY AS NEEDED TO ACCOMODATE NEW UTILITIES.

EXISTING TRENCH COVERINGS ARE IN MODULAR SECTIONS. DEMOLISH

DEMOLITION DIMENSIONS SHOWN ARE AS NEEDED FOR NEW UTILITIES. 5.

OR MUST BE REMOVED IN PIECES.

CONTRACTOR TO DETERMINE IF CONCRETE BLOCK CAN BE LIFTED OUT

TOP WIDTH SO THAT THE CONCRETE BLOCK CAN BE LIFTED OUT.

THE BOTTOM WIDTH OF THE CUTOUT BLOCK SHALL BE LESS THAN THE 4.

LINES TO PROVIDE ROOM FOR THE WIRE SAW PULLEYS.

VERTICAL CORNER HOLES MAY EXTEND DEEPER THAN THE FINISH CUT 3.

CUTOUT CORNER.

ON THE INTERSECTING LINES OF THE FINISH CUTS, LEAVING A RADIUS

VERTICAL AND HORIZONTAL CORNER HOLES CAN BE CENTERED ON THE 2.

CONTRACTOR TO CUT CONCRETE FREE AS SHOWN.1.

SHEET KEYNOTES

REFERENCE DRAWING O-LPI-20/9.3.

FOR EXISTING PIPE, CABLE, AND COMBINED TRENCH INFORMATION, SEE 3.

RECESSES IN THIS AREA, SEE REFERENCE DRAWING O-LPI-20/16.1.

FOR INFORMATION REGARDING THE EXISTING VALVE AND BULKHEAD 2.

THIS AREA, SEE REFERENCE DRAWING O-LPI-20/15.2.

FOR INFORMATION REGARDING EXISTING MITER GATE FEATURES IN 1.

10' 20'0SD101

A1

NORTH

PLAN

10' 20'0SD101

A1

SD501

M1

SD403

A1

SD403

A7

SD501

M1

SD501

A7

SD403

A13

SD403

H1

SD405

G7

SD405

G7

OF RIVER WALL

RIVER FACE

OF RIVER WALL

LAND FACE

OF RIVER WALL

RIVER FACE

OF RIVER WALL

LAND FACE

PUMP WELL

PIPE TRENCH

LIGHT

RECESS

PIPE

PIPE/CABLE TRENCH

EXISTING COMBINATION

PIPE/CABLE TRENCH

EXISTING COMBINATION

WELL

PUMP

PIPE TRENCH

RECESS

PIPE

OUTLET RECESS

ELECTRICAL

OUTLET RECESS

ELECTRICAL

RECESS

PIPE

LIGHT

RECESS

PIPE

LIGHT

PLAN - STRUCTURAL DEMOLITION AREAS - LOWER RIVER WALL

SCALE: 1" = 10'

H1

PLAN - STRUCTURAL DEMOLITION AREAS - UPPER RIVER WALL

SCALE: 1" = 10'

A1

162'-10" 9'-2"

7'-0"

127'-6 3/8 "

27'-6 3/16 "3'-0"13'-0 3/16 "

OHIO RIVER

FLOW

MAIN CHAMBER 110' x 1200'

MAIN CHAMBER 110' x 1200'

FLOW

OHIO RIVER

R-29 R-30

R-31

R-32

R-33

R-57 R-58 R-59

R-60

R-61 R-62

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

MITER GATE RECESS

MACHINERY RECESS

MITER GATE

MACHINERY RECESS

FILLING VALVE

S T

A

.0

A

M J

S T

A

.0

A

M J

S T

A

.0

A

M J

S T

A

.0

A

M J

MACHINERY RECESS

EMPTYING VALVE

MACHINERY RECESS

MITER GATE

S T

A

.0

B

M J

S T

A

.0

B

M J

MITER GATE RECESS

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

C

E R

T

IF

IE

D F

IN

A L

H T

C )O

H

IO

R

IV

E R B

A S

IN

P

IK

E I S

L A

N D L

O C

K S A

N D D

A M

H Y

D R

A U

L

IC

S

Y S

T E

M R

E P

L A

C E

M E

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

SD402

A N

S E

N L

A R

G E

D D

E M

O L

IT

IO

N W

O R

K A

R E

A S

S H

E E

T O

F

S T

R U

C T

U R

A L D

E M

O L

IT

IO

N

A

H E

L F F

R

IC

H

B

C R

A T

T Y

J

D U

B O

IS

G

M E

Y E

R

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

SD101

A1

10' 20'0

NORTH

PLAN

SD101

A1

10' 20'0

NORTH

PLAN

CONCRETE REMOVAL NOTES

FOR CONCRETE REMOVAL NOTES, SEE SHEET SD401.1.

SHEET KEYNOTES

REFERENCE DRAWING O-LPI-20/9.3.

FOR EXISTING PIPE, CABLE, AND COMBINED TRENCH INFORMATION, SEE 3.

RECESSES IN THIS AREA, SEE REFERENCE DRAWING O-LPI-20/16.1.

FOR INFORMATION REGARDING THE EXISTING VALVE AND BULKHEAD 2.

THIS AREA, SEE REFERENCE DRAWING O-LPI-20/15.2.

FOR INFORMATION REGARDING EXISTING MITER GATE FEATURES IN 1.

SD501

A1

SD501

A1

SD501

J1SD404

G13

SD405

A1

SD405

G7

SD405

A7

SD405

G7

SD405

A13SD501

E1

L-18

L-34

OUTLET RECESS

ELECTRICAL

RECESS

PIPE

CABLE TRENCH

EXISTING PIPE/

CABLE TRENCH

EXISTING PIPE/

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

/2

2'-6" 9'-3 3/16 " 2'-6" 2'-8 3/16 "

/1

MACHINERY MANIFOLD TRENCH

CONCRETE FOR NEW VALVE

A DEPTH OF 2'-6" AND REMOVE

CUT EXISTING CONCRETE TO

/1

2'-6" 2'-8 3/16 "

MACHINERY MANIFOLD TRENCH

CONCRETE FOR NEW VALVE

A DEPTH OF 2'-6" AND REMOVE

CUT EXISTING CONCRETE TO

A1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

A7

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

A13

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

H1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

/4

2'-6" 9'-3 3/16 "

H7

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

/2

2'-6" 9'-3 3/16 "

L-17

M J

S T

A

.0

A

CABLE TRENCH

EXISTING PIPE/

S T

A

.0

B M J

L-19 L-20

S T

A

.0

B M J

L-29

L-30

S T

A

.0

B M J

L-33

S T

A

.0

A

M J

M-5

CABLE TRENCH

EXISTING PIPE/

PIPE GALLERY

EXISTING

MACHINERY RECESS

EXISTING VALVE

MACHINERY RECESS

EXISTING VALVE

MACHINERY RECESS

EXISTING MITER GATE

M-6

MACHINERY RECESS

EXISTING MITER GATE

MACHINERY RECESS

EXISTING MITER GATE

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

C

E R

T

IF

IE

D F

IN

A L

H T

C )O

H

IO

R

IV

E R B

A S

IN

P

IK

E I S

L A

N D L

O C

K S A

N D D

A M

H Y

D R

A U

L

IC

S

Y S

T E

M R

E P

L A

C E

M E

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

SD403

A N

S E

N L

A R

G E

D D

E M

O L

IT

IO

N W

O R

K A

R E

A S

S H

E E

T O

F

S T

R U

C T

U R

A L D

E M

O L

IT

IO

N

A

H E

L F F

R

IC

H

B

C R

A T

T Y

J

D U

B O

IS

G

M E

Y E

R

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

SD401

E5

NORTH

PLAN

0 4' 8'2' SD401

E12

0 4' 8'2'

NORTH

PLAN

CONCRETE REMOVAL NOTES

OR MUST BE REMOVED IN PIECES.

CONTRACTOR TO DETERMINE IF CONCRETE BLOCK CAN BE LIFTED OUT

TOP WIDTH SO THAT THE CONCRETE BLOCK CAN BE LIFTED OUT.

THE BOTTOM WIDTH OF THE CUTOUT BLOCK SHALL BE LESS THAN THE 4.

LINES TO PROVIDE ROOM FOR THE WIRE SAW PULLEYS.

VERTICAL CORNER HOLES MAY EXTEND DEEPER THAN THE FINISH CUT 3.

CUTOUT CORNER.

ON THE INTERSECTING LINES OF THE FINISH CUTS, LEAVING A RADIUS

VERTICAL AND HORIZONTAL CORNER HOLES CAN BE CENTERED ON THE 2.

CONTRACTOR TO CUT CONCRETE FREE AS SHOWN.1.

SHEET KEYNOTES

ACCOMODATE NECESSARY UTILITIES AND FIELD-VERIFIED.

ACTUAL SIZE REQUIRED FOR BORING TO BE MINIMALLY SIZED TO

4 AND HPU BUILDING. ACTUAL LOCATION TO BE FIELD LOCATED.

EXISTING PIPE GALLERY FOR UTILITY ACCESS TO PROPOSED HPU UNIT

APPROXIMATE LOCATION AND SIZE OF CORE BORING DOWN TO THE 2.

AND REPLACED. SEE SHEET SD401.

EXISTING CONCRETE TRENCH CAP IN THIS AREA TO BE DEMOLISHED 1.

LAND WALL MONOLITH L-17 LAND WALL MONOLITH L-19

SD401

L2

0 4' 8'2'

NORTH

PLAN

LAND WALL MONOLITH L-29

SD401

L12

NORTH

PLAN

0 4' 8'2'

LAND WALL MONOLITH L-33

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SD101

A1

NORTH

PLAN

0 4' 8'2'

MIDDLE WALL MONOLITHS M-5 AND M-6

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SD501

H7

SD501

H7

SD501

H7

SD501

H7

SD501

H7

SD501

M1

SD501

M1

SD501

M1

SD501

A7

MACHINERY RECESS

EXISTING MITER GATE

M-9

MACHINERY RECESS

EXISTING VALVE

M-37

M-26

MACHINERY RECESS

EXISTING MITER GATE

MACHINERY RECESS

EXISTING VALVE

MACHINERY RECESS

EXISTING MITER GATE

RECESS

MACHINERY

MITER GATE

EXISTING

R-31

RECESS

PIPE

RECESS

PIPE

RECESS

PIPE

RECESS

PIPE

/2

2'-6" 9'-3 3/16 " 2'-6" 2'-8 3/16 "

MACHINERY MANIFOLD TRENCH

CONCRETE FOR NEW VALVE

A DEPTH OF 2'-6" AND REMOVE

CUT EXISTING CONCRETE TO

/2

2'-6" 9'-3 3/16 "

A1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

A7

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

A13

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

G1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

2'-6" 2'-8 3/16 "

G7

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

/2

MANIFOLD TRENCH

NEW VALVE MACHINERY

REMOVE CONCRETE FOR

TO A DEPTH OF 2'-6" AND

CUT EXISTING CONCRETE

2'-6" 9'-3 3/16 "

G13

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

2'-6" 9'-3 3/16 "

/2

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

M-8

M J

S T

A

.0

A

S T

A

.0

B M J

M-10

M-11

S T

A

.0

B M J

M-25

S T

A

.0

B M J

M-32

S T

A

.0

B M J

M-36

PIPE GALLERY

EXISTING

PIPE GALLERY

EXISTING

PIPE GALLERY

EXISTING

PIPE GALLERY

EXISTING

M-33

PIPE GALLERY

EXISTING

R-30

PIPE/CABLE TRENCH

EXISTING COMBINATION

S T

A

.0

A M J

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

C

E R

T

IF

IE

D F

IN

A L

H T

C )O

H

IO

R

IV

E R B

A S

IN

P

IK

E I S

L A

N D L

O C

K S A

N D D

A M

H Y

D R

A U

L

IC

S

Y S

T E

M R

E P

L A

C E

M E

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

SD404

A N

S E

N L

A R

G E

D D

E M

O L

IT

IO

N W

O R

K A

R E

A S

S H

E E

T O

F

S T

R U

C T

U R

A L D

E M

O L

IT

IO

N

A

H E

L F F

R

IC

H

B

C R

A T

T Y

J

D U

B O

IS

G

M E

Y E

R

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

SD101

D4

NORTH

PLAN

0 4' 8'2' SD101

D5

0 4' 8'2'

NORTH

PLAN

CONCRETE REMOVAL NOTES

SEE SHEET SD403 FOR CONCRETE REMOVAL NOTES.1.

MIDDLE WALL MONOLITH M-8 MIDDLE WALL MONOLITH M-10

SD101

D10

0 4' 8'2'

NORTH

PLAN

MIDDLE WALL MONOLITH M-25

SD101

E12

NORTH

PLAN

0 4' 8'2'

MIDDLE WALL MONOLITH M-32

SD101

E14

NORTH

PLAN

0 4' 8'2'

MIDDLE WALL MONOLITH M-36

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SD402

C5

NORTH

PLAN

0 4' 8'2'

RIVER WALL MONOLITH R-30

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SHEET KEYNOTES

AND REPLACED.

EXISTING CONCRETE TRENCH CAP IN THIS AREA TO BE DEMOLISHED 1.

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SD501

H7 SD501

H7

SD501

H7

SD501

H7

SD501

H7

SD501

H7

M1

MACHINERY RECESS

EXISTING VALVE

MACHINERY RECESS

EXISTING VALVE

WELL PUMP

EXISTING 36"ø

MACHINERY RECESS

EXISTING MITER GATE

R-62

RECESS

HYDRANT

EXISTING

MIDDLE WALL

LAND FACE OF

OF TRENCH

INSIDE FACE

A1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

2'-6" 2'-8 3/16 "

MACHINERY MANIFOLD TRENCH

CONCRETE FOR NEW VALVE

A DEPTH OF 2'-6" AND REMOVE

CUT EXISTING CONCRETE TO

A7

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

2'-6"

MACHINERY MANIFOLD TRENCH

CONCRETE FOR NEW VALVE

A DEPTH OF 2'-6" AND REMOVE

CUT EXISTING CONCRETE TO

2'-8 3/16 "

A13

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

/2

2'-6" 9'-3 3/16 "

G1

CONCRETE DEMOLITION - PLAN

SCALE: 1/4" = 1'

B U

IL

D

IN

G S A

N D S

E E P

L A

N S

L E

N G

T H S

E T B

Y L

O C

A T

IO

N S O

F H

P U

FOR HPU

WIDTH AS NEEDED

BASE SLAB

HPU BUILDING

EDGE LINE OF

3" 3"

G7

DETAIL

N.T.S.

R-32

S T

A

.0

A M J

R-33

PIPE/CABLE TRENCH

EXISTING COMBINATION

M J

S T

A

.0

B

R-57

R-58

M J

S T

A

.0

B

R-61

TRENCH

PIPE/CABLE

COMBINATION

EXISTING

M J

S T

A

.0

B

M-30

PIPE GALLERY

EXISTING

M-31

PIPE/CABLE TRENCH

EXISTING COMBINATION

TRENCH

UTILITY

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US Army Corps

U .S

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SD405

A N

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FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

SD402

C11

NORTH

PLAN

0 4' 8'2'

RIVER WALL MONOLITH R-32

CONCRETE REMOVAL NOTES

SEE SHEET SD403 FOR CONCRETE REMOVAL NOTES.1.

SHEET KEYNOTES

REMOVAL AREAS.

SEE SHEETS SD401 AND SD402 FOR ORIENTATION OF CONCRETE 3.

ACCOMODATE NECESSARY UTILITIES AND FIELD-VERIFIED.

ACTUAL SIZE REQUIRED FOR BORING TO BE MINIMALLY SIZED TO

4 AND HPU BUILDING. ACTUAL LOCATION TO BE FIELD LOCATED.

EXISTING PIPE GALLERY FOR UTILITY ACCESS TO PROPOSED HPU UNIT

APPROXIMATE LOCATION AND SIZE OF CORE BORING DOWN TO THE 2.

AND REPLACED.

EXISTING CONCRETE TRENCH CAP IN THIS AREA TO BE DEMOLISHED 1.

SD402

K2

0 4' 8'2'

NORTH

PLAN

RIVER WALL MONOLITH R-57

SD402

K13

0 4' 8'2'

NORTH

PLAN

RIVER WALL MONOLITH R-61

MANIFOLD TRENCH

NEW MITER GATE

REMOVE CONCRETE FOR

TO A DEPTH OF 3'-0" AND

CUT EXISTING CONCRETE

SD101

E11

0 4' 8'2'

NORTH

PLAN

MIDDLE WALL MONOLITH M-31

UTILITY TRENCHES FOR HPU BUILDINGS 1, 2, 5, AND 6

TYPICAL CONCRETE REMOVAL FOR NEW

SD401

D14

SD501

H7

SD501

H7

SD501

H7

SD501

E1

SD501

A1

SD501

A1

SD501

J1

D7

T/RIVER WALL

T/RIVER WALL

T/LAND WALL

T/LAND WALL

T/LOCK WALL

MONOLITH

T/WALL

4'-11"

4'-11"

2'-8"

2'-2"

1'-8"

A1

SCALE: 1/2" = 1'

SECTION - TRENCH CAP REMOVAL

E1

SCALE: 1/2" = 1'

SECTION - TRENCH CAP REMOVAL

J1

SCALE: 1/2" = 1'

SECTION - TRENCH CAP REMOVAL

M1

SCALE: 1/2" = 1'

SECTION - TRENCH CAP REMOVAL

A7

SCALE: 1/2" = 1'

SECTION - TRENCH CAP REMOVAL

SECTION - HPU BUILDING TRENCH

2'-6"

H7

SECTION - MONOLITH DEMOLITION

3" 3"

3"3"

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

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US Army Corps

U .S

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FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

0 2' 4'1'SD402

A1

RIVER WALL MONOLITHS R-57 TO R-60

RIVER WALL MONOLITHS R-29 TO R-32

COMBINED CABLE AND PIPE TRENCH

0 2' 4'1'SD402

H1

RIVER WALL MONOLITH R-61

COMBINED CABLE AND PIPE TRENCH

0 2' 4'1'SD402

A1

RIVER WALL MONOLITH R-33

COMBINED CABLE AND PIPE TRENCH

0 2' 4'1'SD401

A1

LAND WALL MONOLITHS L-29 TO L-32

LAND WALL MONOLITHS L-17 TO L-20

CABLE TRENCH

0 2' 4'1'SD401

G1

LAND WALL MONOLITH L-33

CABLE TRENCH

HPU BUILDING LOCATIONS

FOR UTILITY TRENCH AT

TYPICAL MONOLITH DEMOLITION

WIDTH AS NEEDED FOR HPU

F O

R H

P U

N E

E D

E D

D E

P T

H A

S

0 2' 4'1'SD405

G7

F

O R G

A T

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A C

H

IN

E R

Y R

E C

E S

S

F

O R V

A L V

E M

A C

H

IN

E R

Y R

E C

E S

S

0 2' 4'1'SD403

A1

VALVE EQUIPMENT MANIFOLD RECESSES

MITER GATE MANIFOLD RECESSES AND

TYPICAL MONOLITH DEMOLITION

ANGLE (TYP EACH SIDE)

SURFACE TO RECEIVE SUPPORT

NEEDED TO CREATE A NEAT

DOWEL IN GROUTED REPAIR AS

OVER-DEMOLISH CONCRETE AND

RECEIVE L3X3 SUPPORT ANGLE.

SAW CUT AND CHIP MONOLITH TO

CONCRETE REMOVAL NOTES

SEE SHEET SD403 FOR CONCRETE REMOVAL NOTES.1.

SHEET KEYNOTES

BUILDINGS 1, 2, 5, AND 6.

UTILITY TRENCH IS TO PASS UNDER CONCRETE BASE FOR NEW HPU

CONCRETE REMOVAL FOR SHELF ANGLE NOT REQUIRED WHERE NEW 1.

ANGLE (TYP EACH SIDE)

SURFACE TO RECEIVE SUPPORT

NEEDED TO CREATE A NEAT

DOWEL IN GROUTED REPAIR AS

OVER-DEMOLISH CONCRETE AND

RECEIVE L3X3 SUPPORT ANGLE.

SAW CUT AND CHIP MONOLITH TO

SCALE: 1" = 80'

PLAN - OVERALL STRUCTURAL PROPOSED WORK AREAS

HPU UNIT/BUILDING 5 HPU UNIT/BUILDING 6

HPU UNIT/BUILDING 4

HPU UNIT/BUILDING 3

HPU UNIT/BUILDING 2

HPU UNIT/BUILDING 1

OHIO RIVER

FLOW

MAIN CHAMBER 110' x 1200'

AUXILIARY CHAMBER 110' x 600'

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

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M A

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SHEET ID

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US Army Corps

U .S

A R

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P S O

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S-101

R U

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A L P

R O

P O

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K A

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P L

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E R

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FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

NORTH

PLAN

80' 160'0

S-401

A1

S-401

H1

S-402

A1

S-402

H1

S-405

H1

S-406

A13

S-405

H11

S-406

A1

S-406

A7

S-406

H1

S-406

T/LOCK WALL

T/LOCK WALL

T/LOCK WALL

T/LOCK WALL

T/LOCK WALL

A1

SCALE: 1/4" = 1'

PLAN - TYPICAL PRECAST HPU BUILDING

H1

SCALE: 1/4" = 1'

SECTION

19'-0"

18'-0"6" 6"

MO

3'-4"

MO

6'-0"

M O

PRECAST CONCRETE BUILDING

HPU BUILDING - SEE SHEET S-103

BASE TO LEVEL LOCK WALL FOR

6" THICK (MIN) CONCRETE PAD

BUILDING

CONCRETE

PRECAST

6"

CONCRETE PAD

BUILDING

CONCRETE

PRECAST

PAD

CONCRETE

3'-4"2'-0" 3'-4"

6"

M O

BUILDING

CONCRETE

PRECAST

PAD

CONCRETE

6"

3"

M O

6"

3"

BUILDING

CONCRETE

PRECAST

PAD

CONCRETE

"1

M O

BUILDING

CONCRETE

PRECAST

PAD BASE

CONCRETE

6"

M O

PAD BASE

CONCRETE

BUILDING

CONCRETE

PRECAST

"6

A9

SCALE: 1/4" = 1'

ELEVATION

M1

SCALE: 1/4" = 1'

SECTION

D9

SCALE: 1/4" = 1'

ELEVATION

H9

SCALE: 1/4" = 1'

ELEVATION

L9

SCALE: 1/4" = 1'

ELEVATION

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

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US Army Corps

U .S

A R

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L A

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K S A

N D D

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H Y

D R

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IC

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T E

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L A

C E

M E

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H D

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S-102

A N

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N S A

N D N

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A B

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P U B

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FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

PRECAST BUILDING NOTES

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR COORDINATION.3.

NOTES.

SEE SHEET S-103 FOR HPU BUILDING CONCRETE PAD BASE PLAN AND 2.

TRENCHING OF THE HPU BUILDINGS.

BUILDING. SEE SHEETS SD501 AND S-501 FOR DETAILS RELATED TO

FROM THE HPU TO THE EXISTING UTILITY TRENCH ADJACENT TO THE

WALL AND RIVER WALL WILL NEED A TRENCH TO CONNECT UTILITIES

THE LEVELING PAD INTO THE PIPE GALLERY BELOW. BOTH THE LAND

LOCATED ON THE MIDDLE WALL NEED A CORE DIRECTLY DOWN FROM

SIX BUILDINGS ARE REQUIRED ON-SITE. THE TWO BUILDINGS TO BE 1.

INFORMATION.

BUILDING LOCATION. SEE ELECTRICAL DRAWINGS FOR MORE

LOCATION OF ELECTRICAL EQUIPMENT VARIES AT EACH NEW HPU 8.

ACCESS SHALL BE SIZED TO MEET UTILITY REQUIREMENTS.

OPENING IN CONCRETE PAD FOR NEW HPU UNIT AND BUILDING UTILITY 7.

BASE.

S-103 FOR ADDITIONAL INFORMATION REGARDING THE CONCRETE PAD

MIDDLE WALL DOWN TO THE MIDDLE WALL PIPE GALLERY. SEE SHEET

TO BE BASED ON LOCATION OF CORE DRILLINGS ON TOP OF THE

AND BUILDING UTILITY ACCESS AT MIDDLE WALL HPU BUILDINGS 3 AND 4

LOCATION OF OPENING IN CONCRETE PAD BASE FOR NEW HPU UNIT 6.

LOCATE AND SIZE TRENCH.

MECHANICAL DRAWINGS AND DEMOLITION DRAWINGS AS NEEDED TO

2, 5, AND 6 ONLY). SEE SPECIFICATION 03 30 53. WORK WITH

BUILDING UTILITIES TO THE EXISTING UTILITY TRENCH (HPU BUILDING 1,

FIELD LOCATE A TRENCH IN THE HPU PAD TO CONNECT HPU PIPING AND 5.

SELECTED FAN.

BY CONTRACTOR. PROVIDE OPENING IN WALL AS REQUIRED FOR

EXHAUST FAN, AS SELECTED BY CONTRACTOR AND TO BE INSTALLED 4.

8'-0" X 8'-0" COILING OVERHEAD DOOR AND HOOD.3.

ALUMINUM INTAKE LOUVER.2.

3'-0" X 7'-0" INSULATED METAL DOOR.1.

SHEET KEYNOTES

0 4' 8'2'

HPU BUILDING NO. 6 - AS SHOWN

HPU BUILDING NO. 5 - AS SHOWN

HPU BUILDING NO. 4 - AS SHOWN

HPU BUILDING NO. 3 - AS SHOWN

HPU BUILDING NO. 2 - MIRRORED

HPU BUILDING NO. 1 - MIRRORED

BUILDING ORIENTATION

5 6 7

4 1

SLOPE TO DRAIN SLOPE TO DRAIN

SLOPE TO DRAIN SLOPE TO DRAIN

SLOPE TO DRAIN SLOPE TO DRAIN

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

S-102

D4

S-102

G4

S-103

F1

S-103

F6

S-102

D3

S-102

E2

S-102

H1

S-102

H1

S-102

M1

S-102

M1 S-102

A9

S-102

D9

S-102

H9

S-102

L9

LOCK WALL

HIGH POINT OF

LOCK WALL

T/EXISTING

WALL

T/LOCK

T/LOCK WALL

A1

SCALE: 1/2" = 1'

PLAN - TYPICAL CONCRETE PAD BASE FOR NEW PRECAST HPU BUILDING

19'-0"

17 - #4 BARS SPACED AT 12" OC3" CLR 3" CLR

B

A R

S S

P A

C E

D A

T

O C

9 DOWELS THIS SIDE, 9 DOWELS OPPOSITE SIDE

18 - #4 DOWELS SPACED 24" OC

#4 DOWELS, 84 PER CONCRETE PAD

14'-0"

(T Y

P

1" CHAMFER

#4 BARS

(T Y

P

C L

R

T/CONCRETE PAD

3" CLR

#4 DOWELS

CONCRETE PAD NOTE 2

CONCRETE PAD - SEE

K1

SCALE: 1/2" = 1'

SECTION

A11

SCALE: 1" = 1'

DETAIL

1'-3" 1'-3"

C L

R

C L

R

#4 BAR

#4 BAR

#4 BAR

#4 BAR

#4 DOWEL (TYP)

D

O W

E L S T

H

IS

S

ID

E D

O W

E L S O

P P

O S

IT

E S

ID

E

D

O W

E L S S

P A

C E

D

O C

V A

R

IE

S

T Y

P

L E

N G

T H

(T Y

P

(TYP)

6"

VARIES (TYP)

LENGTH

#4 DOWELS SPACED 24" OC EACH WAY - TOTAL 54 REQUIRED

(TYP)

2'-0"

(T Y

P

WITH JOINT SEALING COMPOUND

SAWCUT CONTROL JOINT - FILL

(6

M

IN

IM

U M

D E

P T

H V

A R

IE

S

D E

P T

H O

F S

L A

B

S A

W C

U T T

O /4

1/8 "

#4 BARS

T/CONCRETE PAD

(DEVELOPS BELOW SAW CUT)

INDUCED SHRINKAGE CRACK

(SEE CONCRETE PAD NOTE 5)

9'-4 3/4 "

(SEE CONCRETE PAD NOTE 5)

9'-7 1/4 "

CONTROL JOINT

E11

SCALE: 3" = 1'

SECTION

SLOPE SLOPE

SLOPE

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

A

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SHEET ID

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US Army Corps

U .S

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P S O

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S-103

N C

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N

D E

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S A

N D N

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P R

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A B

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WORK THIS SHEET WITH SHEET S-102.3.

REPRESENT EXISTING FEATURES.

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

LEGEND

NEW CONCRETE

CONCRETE PAD NOTES

EXISTING CONCRETE

MIDPOINT OF THE PAD.

CONTROL JOINT TO THE EDGE OF THE OPENING NEAREST TO THE

NEAR THE MIDPOINT OF THE LONG SIDE OF THE PAD, ALIGN THE

TRENCH ACCESS OPENING IN THE PAD PLACE THE OPENING AT OR

MIDPOINT AS REASONABLE. IF THE FIELD DIMENSIONS FOR THE UTILITY

LONGER DIMENSION OF THE CONCRETE PAD AS CLOSE TO THE

CRACKING CAUSED BY TEMPERATURE AND SHRINKAGE. BISECT THE

INSTALL A CONTROL JOINT IN THE CONCRETE PAD TO REDUCE RANDOM 5.

AS NEEDED TO AVOID REBAR.

DIRECTLY THROUGH THE NEWLY INSTALLED REBAR. ADJUST SPACING

INCHES IN EACH DIRECTION. CARE IS TO BE TAKEN TO AVOID DRILLING

A FRESH CONCRETE TOPPING. REBAR ON THIS MONOLITH IS SPACED 10

MONOLITH R-33, WHICH WAS RECENTLY REHABILITATED AND INCLUDED

HPU BUILDING NUMBER 2 IS TO BE LOCATED ON TOP OF RIVER WALL 4.

REINFORCING STEEL.

REGARDING ANY POTENTIAL ENCOUNTERS WITH EXISTING CONCRETE

LISTING OF REFERENCE DRAWINGS THAT MAY PROVIDE INFORMATION

REFER TO THE REFERENCE DRAWING INDEX ON SHEET G-002 FOR A 3.

PSI AT 28 DAYS.

CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4000 2.

BUILDING CONCRETE PAD LOCATIONS.

THE INFORMATION ON THIS SHEET IS TYPICAL FOR THE SIX (6) HPU 1.

TO ACCOMODATE UTILITIES.

SPECIFICATIONS TO ENSURE THE PAD IS PROPERLY FORMED AND CUT

LOCATION OF OPENING AT EACH CONCRETE PAD. REFER TO THE

ELECTRICAL AND MECHANICAL DRAWINGS, TO DETERMINE EXACT

COORDINATE WITH SHEETS S-403 THROUGH S-406, AS WELL AS

HPU BUILDINGS AND EQUIPMENT HOUSED WITHIN THESE BUILDINGS.

DRILLINGS (MIDDLE WALL ONLY) FOR UTILITY ACCESS FOR THE NEW

THAT IS ALIGNED WITH A NEW UTILITY TRENCH OR WITH CORE

INDICATES THE NEED FOR AN OPENING IN THE NEW CONCRETE PAD 7.

MINIMUM 2" CLEARANCE FROM THE TOP OF THE CONCRETE PAD.

ALL CONCRETE PAD REINFORCEMENT SHALL BE PLACED TO PROVIDE A 6.

WITH A 1" CHAMFER.

ALL EXPOSED HORIZONTAL CONCRETE CORNERS SHALL BE FINISHED 5.

CONSTRUCTED LEVEL WITH ZERO SLOPE.

CONCRETE PAD SHALL HAVE A MINIMUM THICKNESS OF 6" AND IS TO BE 4.

LOCK WALL, REMAINING LENGTH IN PAD. LOCATE DOWELS AT 24" OC.

DEGREES (UNEVEN LEGS). EPOXY INSTALL 6" EMBEDMENT INTO THE

DOWEL CONCRETE PAD INTO LOCK WALL WITH 24" #4 REBAR BENT 90 3.

PRIOR TO PAD PLACEMENT.

APPROPRIATE BONDING AGENT TO THE CLEANED LOCK WALL SURFACE

WATER BLASTING WITH A PRESSURE OF 3000-3500 PSI. APPLY AN

OF THE LOCK WALL WHERE THE CONCRETE PAD IS TO BE INSTALLED BY

PRIOR TO PLACEMENT OF EACH CONCRETE PAD, CLEAN THE SURFACE 2.

FROM THE HIGH POINT OF THE WALL.

THICKNESS AS THE TOP OF THE EXISTING LOCK WALL SLOPES AWAY

HAS A MINIMUM THICKNESS OF 6" AT THIS LOCATION AND INCREASES IN

POINT ON THIS SECTION IS TO SHOW THAT THE NEW CONCRETE PAD

BUILDING LOCATION VARIES; THE INTENT OF INDICATING THE HIGH

THE HIGH POINT ON THE EXISTING LOCK WALL AT EACH NEW HPU 1.

SHEET KEYNOTES

0 2' 4'1'

0 2' 4'1'

S-103

A1

S-103

K1

0 1' 2'6"

NORTH

PLAN

S-103

A1

6"0 3" 1'

S-103

K1

S-103

K1

S-103

A11

S-103

E11

BULKHEAD RECESS

OF LAND WALL

RIVER FACE

PUMP WELL

CABLE TRENCH

EXISTING

OF LAND WALL

RIVER FACE

PUMP WELL

EMPTYING VALVE RECESS

BULKHEAD RECESS

OUTLET RECESS

ELECTRICAL

LIGHT

OUTLET RECESS

ELECTRICAL

RECESS

PIPE

BULKHEAD RECESS

CABLE TRENCH

EXISTING

PIPE TRENCH

LAND WALL AND ESPLANADE

EXPANSION JOINT BETWEEN

LAND WALL AND ESPLANADE

EXPANSION JOINT BETWEEN

A1

SCALE: 1" = 10'

PLAN - STRUCTURAL WORK AREAS - UPPER LAND WALL

H1

SCALE: 1" = 10'

PLAN - STRUCTURAL WORK AREAS - LOWER LAND WALL

2'-0 7/8 "

14'-0"

13'-0"

161'-11" 9'-3 3/16 "

121'-4 3/8 "

11'-9 3/16 " 22'-7 3/16 "

L-17

L-18

L-20 L-19

S T

A

.0

A

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

MACHINERY RECESS

MITER GATE

RECESS

VALVE

FILLING

OHIO RIVER

FLOW

AUXILIARY CHAMBER 110' x 600'

OHIO RIVER

FLOW

AUXILIARY CHAMBER 110' x 600'

S T

A

.0

B

M J

L-29 S

T A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

L-30 L-31

L-32 L-33 L-34

MACHINERY RECESS

MITER GATE

MITER GATE RECESS

S T

A

.0

B

M J

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

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

C

E R

T

IF

IE

D F

IN

A L

H T

C )O

H

IO

R

IV

E R B

A S

IN

P

IK

E I S

L A

N D L

O C

K S A

N D D

A M

H Y

D R

A U

L

IC

S

Y S

T E

M R

E P

L A

C E

M E

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

P

IT

T S

B U

R G

H P

A

W N

B

O C

T O

B E

R

A N

S I

S-401

A N

S E

N L

A R

G E

D W

O R

K A

R E

A S

S H

E E

T O

F

S T

R U

C T

U R

A L

A

H E

L F F

R

IC

H

B

C R

A T

T Y

J

D U

B O

IS

G

M E

Y E

R

FEATURES CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE 2.

FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.1.

NORTH

PLAN

SHEET KEYNOTES

S-102 AND S-103.

PAD TYPICAL PLANS, SECTIONS, ELEVATIONS AND NOTES, SEE SHEETS

FOR PREFABRICATED PRECAST HPU BUILDING AND CONCRETE BASE 3.

RECESSES IN THIS AREA, SEE REFERENCE DRAWING O-LPI-20/16.1.

FOR INFORMATION REGARDING THE EXISTING VALVE AND BULKHEAD 2.

THIS AREA, SEE REFERENCE DRAWING O-LPI-20/15.2.

FOR INFORMATION REGARDING EXISTING MITER GATE FEATURES IN 1.

10' 20'0S-101

A1

NORTH

PLAN

10' 20'0S-101

A1

NO. 6

HPU BUILDING

NO. 5

HPU BUILDING

S-501

M1

S-403

A1

S-403

A7

S-501

M1

S-501

A7

S-403

H1

S-404

A1

S-403

OF RIVER WALL

RIVER FACE

OF RIVER WALL

LAND FACE

OF RIVER WALL

RIVER FACE

OF RIVER WALL

LAND FACE

WELL

PUMP

PIPE TRENCH

LIGHT

RECESS

PIPE

PIPE/CABLE TRENCH

EXISTING COMBINATION

PIPE/CABLE TRENCH

EXISTING COMBINATION

WELL

PUMP

OUTLET RECESS

ELECTRICAL

OUTLET RECESS

ELECTRICAL

RECESS

PIPE

LIGHT

LIGHT

VALVE RECESS

EMPTYING

PLAN - STRUCTURAL WORK AREAS - LOWER RIVER WALL

SCALE: 1" = 10'

H1

PLAN - STRUCTURAL WORK AREAS - UPPER RIVER WALL

SCALE: 1" = 10'

A1

6'-10"

9'-0"

124'-6 3/8 "

11'-9 3/16 " 25'-9 3/16 "

160'-11" 9'-3 3/16 "

5'-2 3/16 "

OHIO RIVER

FLOW

MAIN CHAMBER 110' x 1200'

MAIN CHAMBER 110' x 1200'

FLOW

OHIO RIVER

R-30

R-31

R-32

R-33

R-57 R-58 R-59

R-60

R-61 R-62

S T

A

.0

B

M J

S T

A

.0

B

M J

S T

A

.0

B

M J

MITER GATE RECESS

MACHINERY…