Drawings (Attachment 2).pdf

PDF 11 MB Posted Apr 14, 2020

Attached to: Tionesta Dam Gate Operating Machinery Replacement Federal contract opportunity
Solicitation number: W911WN20B8002
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the replacement of gate operating machinery at Tionesta Dam in Pennsylvania. The U.S. Army Corps of Engineers, Pittsburgh District is seeking to replace the existing vertical lift gate machinery with new round wire rope machinery through a firm fixed price contract. The contract includes removing the existing machinery and installing new 115-ton capacity machinery, replacing associated grating and power receptacles, and repairing concrete. The base contract entails one new machine with options to replace up to three additional machines. Interested vendors must register on beta.sam.gov to receive solicitation amendments with bids due by March 23, 2020. The period of performance is 720 days from notice to proceed. The estimated cost range is $1,000,000 to $5,000,000. This procurement is a 100% small business set-aside.

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Other files for this federal contract opportunity

Other files attached to Tionesta Dam Gate Operating Machinery Replacement, newest first.
File	Type	Posted
Bid Results 5-19-20 W911WN20B8002.pdf	PDF	May 19, 2020
Atendance Register Virtual Bid Opening 5-19-20.pdf	PDF	May 19, 2020
W911WN20B8002 Amendment 0001.pdf	PDF	May 12, 2020
Technical Specification Section 35 01 41.00 08 (REV) Amendment 0001.pdf	PDF	May 12, 2020
Drawing G-011-A (REV) Amendment 0001.pdf	PDF	May 12, 2020
Drawing C-122-A (REV) Amendment 0001.pdf	PDF	May 12, 2020
Drawing CD521-A (REV) Amendment 0001.pdf	PDF	May 12, 2020
Pre-Bid Virtual Site Visit - Pictures of Work Site - Engineering Discussion.pdf	PDF	Apr 23, 2020
Pre-Bid Virtual Site Visit - Contracting Solicitation Discussion.pdf	PDF	Apr 23, 2020
Pre-Bid Virtual Site Visit - List of Contractors in Attendance.pdf	PDF	Apr 23, 2020
Solicitation W911WN20B8002.pdf	PDF	Apr 14, 2020
Reference Drawings (Attachment 3).pdf	PDF	Apr 14, 2020
Davis Bacon Wage Determination PA20200002 04-10-2002.pdf	PDF	Apr 14, 2020
Drawings (Attachment 2).pdf	PDF	Apr 14, 2020
Technical Specifications (Attachment 1).pdf	PDF	Apr 14, 2020
Bid Schedule.xlsx	XLSX spreadsheet	Apr 14, 2020

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E L E

U R

G-010

C O

V E

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H E

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

PITTSBURGH DISTRICT

ALLEGHENY RIVER BASIN

TIONESTA CREEK LAKE

REPLACE GATE OPERATING MACHINERY

R E

G O

S O

LAKE

CREEK

TIONESTA

/s/ JOHN E. NITES, P.E.

FEBRUARY 2020

M A

R C

U S

W911WN20B8002

CERTIFIED FINAL DOCUMENTS

/S J

O H

N E

E S P .E

E B

/S/ STEPHEN R. STOLTZ, P.E.

/S/ STEPHEN R. STOLTZ, P.E. 14 FEB 2020

14 FEB 2020

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®of Engineers

US Army Corps

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CERTIFIED FINAL DOCUMENTS

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GENERAL NOTES

EXERCISED.

STARTING WORK ON THE NEXT GATE IF MULTIPLE AWARDABLE OPTIONS ARE

CONTRACTOR MUST COMPLETE ALL WORK ON THE SPECIFIC GATE BEFORE4.

SEE SPECIFICATIONS FOR DETAILS.

GATE/BULKHEAD PLACEMENT WITH CONTRACTING OFFICER AND PROJECT STAFF

PLACEMENT OPERATIONS. THE CONTRACTOR SHALL COORDINATE NEEDED

OPERATE THE EXISTING OPERATING MACHINERY FOR GATE AND BULKHEAD

GOVERNMENT PERSONNEL ARE THE ONLY PERSONNEL AUTHORIZED TO3.

SEE SPECIFICATION FOR DETAILS.

LIFTING OPERATIONS WITH THE CONTRACTING OFFICER AND PROJECT STAFF.

TO USE THE OVERHEAD HOIST. THE CONTRACTOR SHALL COORDINATE ALL

GOVERNMENT PERSONNEL ARE THE ONLY PERSONNEL AUTHORIZED PERSONNEL2.

LEGACY 822.33-3.54=818.79 NAVD88).

3.54 FEET FROM THE LEGACY ELEVATION TO EQUAL CURRENT NAVD88 (I.E.

LEGACY/PROJECT ELEVATION TO CURRENT NAVD88 ONE SHOULD SUBTRACT

CONSIDERED A "LEGACY" OR "PROJECT DATUM". TO CONVERT A

ELEVATIONS ON REFERENCE DRAWINGS WITHOUT A NOTED DATUM SHOULD BE1.

CONTRACT DRAWINGS INDEX

NUMBER

DWG

DRAWING TITLE

GENERAL

G-010 COVER SHEET

G-011 CONTRACT AND REFERENCE DRAWING INDEXES

G-012 STANDARD ABBREVIATIONS

G-113 GENERAL SITE PLAN WITH CONTRACTOR ACCESS AND NOTES

G-114 CONTRACTOR WORK LIMITS PLAN AND NOTES

CIVIL

CD420 GATE OPERATING MACHINERY - WORK PLATFORM CONCRETE FLOOR AND EMBEDDED STEEL DEMOLITION PLAN

CD521 GATE OPERATING MACHINERY - WORK PLATFORM CONCRETE FLOOR AND EMBEDDED STEEL DEMOLITION DETAILS

C-122 GATE OPERATING MACHINERY - WORK PLATFORM ALUMINUM PLANKING PLAN

C-523 GATE OPERATING MACHINERY - ALUMINUM PLANKING DETAILS SHEET 1 OF 2

C-524 GATE OPERATING MACHINERY - ALUMINUM PLANKING DETAILS SHEET 2 OF 2

C-425 GATE OPERATING MACHINERY - WORK PLATFORM CONCRETE FLOOR AND EMBEDDED STEEL CONCRETE REPLACEMENT PLAN

C-526 GATE OPERATING MACHINERY - WORK PLATFORM CONCRETE FLOOR AND EMBEDDED STEEL CONCRETE REPLACEMENT DETAILS

MECHANICAL

MD105 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR DEMOLITION PLAN

M-106 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR PLAN AND DETAIL

M-307 GATE OPERATING MACHINERY - INTAKE TOWER SECTION

M-608 GATE OPERATING MACHINERY - GATE MACHINERY LAYOUT

ELECTRICAL

E-105 GATE OPERATING MACHINERY - OPERATING HOUSE FLOOR ELECTRICAL PLAN

E-606 GATE OPERATING MACHINERY - POWER ONE-LINE DIAGRAM

REFERENCE DRAWINGS INDEX

FILE NAME DRAWING TITLE

038e-U1-4_6.2 BOAT LAUNCH RAMP AND ACCESS ROADS

038e-U1-_4_7 BITUMINOUS PAVING PLAN VIEW

038e-U1-4_9 INTAKE FLOOR COVERING PLANS AND EXSITING OPENINGS

038e-U1-4_10 INTAKE FLOOR COVERINGS ALUMINUM PLANK DETAILS

038e-U1-12_25 ACCESS ROAD TO DAM STA 18+00 TO STA 38+10 PLAN AND SECTIONS

038e-U1-40_8.9 INTAKE SECTION NO. 1 SHEET

038e-U1-40_10.12 INTAKE SECTION NO. 3 SHEET

038e-U1-40_13.7 INTAKE SECTIONAL PLAN NO. 3 SHEET

038e-U1-40_16.4 INTAKE STEEL REINFORCEMENT NO. 1

038e-U1-40_20.3 INTAKE STEEL REINFORCEMENT NO. 5

038e-U1-50_1 SLUICE GATES GENERAL PLAN

038e-U1-50_2.1 SERVICE SLUICE GATE ASSEMBLY

038e-U1-50_5.1 SERVICE SLUICE GATE DOGGING DEVICE AND THRUST ROLLER

038e-U1-50_6.2 SERVICE SLUICE GATE SEAL AND PICK UP

038e-U1-50_8.1 EMERGENCY SLUICE GATE ASSEMBLY

038e-U1-50_11.1 EMERGENCY SLUICE GATE DOGGING DEVICE ASSEMBLY AND DETAILS

038e-U1-50_12.2 EMERGENCY SLUICE GATE SEAL AND PICK UP

038e-U1-53_1.3 SERVICE BRIDGE SUPERSTRUCTURE NO. 1

038e-U1-55_1A.2 SLUICE GATE HOISTING MACHINERY GENERAL PLAN

038e-U1-56_1A.2 ELECTRIC LIGHTING AND POWER SYSTEM NO. 1

038e-U1-56_3.3 ELECTRIC LIGHTING AND POWER SYSTEM NO. 3

038e-U1-57_1.1 OPERATING HOUSE CRANE GENERAL PLAN

038e-U1-65_4.5 MISCELLANEOUS METALS DETAILS NO. 1

61039 D. B. ELECTRIC CRANE (ONE MOTOR) 20 TON WIRING DIAGRAM

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®of Engineers

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G-012

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R D A

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U S

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

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

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

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

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

OTHER ABBREVIATIONS

VOLT ALTERNATING CURRENTVAC

UNITED STATESU.S.

TOP OFT/

STATE ROADS.R.

POWER PANELPP

MARKMK

LIGHTING PANELLP

GROUNDGRD

GENERATORGEN

CENTER TO CENTERC TO C

CONDUITC

AMPA

/S J

O H

N E

E S P .E

E B

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-F

E B -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

DAM

TIONESTA

LAUNCH RAMP

PUBLIC BOAT

S .R

C O

L O

N E

L D

R A

K E H

H W

A Y

DAM ACCESS ROAD

S P

L W

A Y R

O A

B O

A T L

A U

N C

H A

C C

E S S R

O A

ER ACCESS RO

PARKING LOT

BOAT LAUNCH

INTAKE TOWER

STRUCTURE

OUTFLOW

DAM

N E S T A C

R E E

WOODS

CAMPGROUND

RECREATION AREA

TIONESTA

WOODS

PUBLIC SANITARY BUILDING

PARKINGPARKING

AREA

MAINTENANCE

PROJECT

STORAGE BUILDING

DWELLING, AND

DAMKEEPER'S

PROJECT OFFICE,

SERVICE BRIDGE

INTAKE TOWER

WOODS

C R E E

K L

A K E

N E S T A

RECREATION AREA

RIGHT BANK OUTFLOW

INFORMATION CENTER

LAWN

AREA

PARKING

CAMPGROUND

RECREATION AREA

TIONESTA

WOODS

D A

M A

C C

E S

S R

O A

FLAGPOLE

SPILLWAY ROAD

WOODS

DOCKS

BOAT

EMERGENCY SPILLWAY

OVERFLOW WEIR

SPILLWAY

EMERGENCY

OVERFLOW WEIR

SPILLWAY

EMERGENCY

AREA

UNPAVED

AREA

UNPAVED

F L O

F L

O W

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

G-113

B S

A K

M A

R U

S N

A K

C R

A T

T Y

G E

N E

R A

L S

E P

L A

N W

SCALE: 1" = 200'

NORTH

PLAN

400'0 200'

C O

N T

R A

C T

O R A

C C

E S

GENERAL SITE PLAN WITH CONTRACTOR ACCESS

A N

D N

O T

E S

CONTRACTOR WORK SITE PRIMARY ACCESS

CONTRACTOR WORK SITE SECONDARY ACCESS

EDGE OF WATER

TREELINE

LEGEND

SHEET KEYNOTES

(COLONEL DRAKE HIGHWAY).

CONTRACTOR SHALL ACCESS TIONESTA CREEK LAKE AND DAM VIA S.R. 0036

(TIONESTA CREEK LAKE INTAKE TOWER).

AS "PRIMARY ACCESS" ON THIS SHEET TO REACH THE PROJECT WORK SITE

CONTRACTOR SHALL USE EXISTING DAM SITE ACCESS ROADS DESIGNATED

NOTES

CHAIN-LINK SECURITY FENCE

TREE (INDIVIDUAL, NON-SPECIFIC SPECIES)

ABBREVIATIONS

STATE ROUTES.R.

(ONE-WAY TRAFFIC)

NORMAL CONDITIONS TRAVEL DIRECTION INDICATOR

(TWO-WAY TRAFFIC)

NORMAL CONDITIONS TRAVEL DIRECTION INDICATOR

MATERIALS OR EQUIPMENT.

PARKING, AS A STAGING AREA FOR CONSTRUCTION, OR FOR STORAGE OF

SHALL NOT USE ANY OF THE EXISTING DAM SITE ACCESS ROADS FOR VEHICLE

BE LIMITED TO INGRESS AND EGRESS THE WORK SITE. THE CONTRACTOR

USE OF THE EXISTING DAM SITE ACCESS ROADS BY THE CONTRACTOR SHALL

6. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-012.

EXISTING FEATURES.

5. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT

4. REFER TO SHEET G-114 FOR CONTRACTOR WORK LIMITS AND LAYDOWN AREAS.

FLOW CONDITIONS.

3. TRAVEL DIRECTION INDICATORS ON THIS SHEET REPRESENT NORMAL TRAFFIC

EM 385-1-1.

ENTRY AND EXIT TO AND FROM THE BOAT LAUNCH AREA IN ACCORDANCE WITH

2. TEMPORARY TRAFFIC CONTROLS SHALL BE PLACED TO ALLOW SAFE PUBLIC

TO A MINIMUM.

1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT

NAVIGATE PORTIONS OF THE "PRIMARY ACCESS" ROADWAYS.

USING AN OVERSIZED VEHICLE (ANY VEHICLE THAT MAY BE TOO LARGE TO

"SECONDARY ACCESS" FOR DELIVERY OF EQUIPMENT, MATERIALS, ETC.,

ONE-WAY TRAVEL DIRECTIVES ALONG ACCESS ROADS DESIGNATED AS

COORDINATE WITH THE CONTRACTING OFFICER TO TEMPORARILY REVERSE

NECESSARY, THE CONTRACTOR SHALL NOTIFY, GET APPROVAL FROM, AND

AT LEAST 24 HOURS PRIOR TO ANY TIME THAT THE CONTRACTOR DEEMS IT

TURN FROM THE SPILLWAY ROAD ONTO THE BOAT LAUNCH ACCESS ROAD.

OVERSIZED VEHICLE TO SAFELY NAVIGATE THE 90-DEGREE RIGHT-HAND

THAT TIME PERIOD IN ORDER TO PROVIDE ENOUGH SPACE FOR THE

"SECONDARY ACCESS" ROUTE OF TRAVEL, AS SHOWN ON THIS SHEET, FOR

TO THE PUBLIC FOR PARKING TO THE AREA OUTSIDE OF THE OUTLINED

OFFICER TO LIMIT THE AREA OF THE BOAT LAUNCH PARKING LOT AVAILABLE

NOTIFY, GET APPROVAL FROM, AND COORDINATE WITH THE CONTRACTING

THE "SECONDARY ACCESS" ROUTE OF TRAVEL, THE CONTRACTOR SHALL

NECESSARY TO HAVE AN OVERSIZED VEHICLE ACCESS THE WORK SITE VIA

AT LEAST 24 HOURS PRIOR TO ANY TIME THAT THE CONTRACTOR DEEMS IT

M A

T T

H E

W P

R O

T H

E R P .E

E B

G-114

INTAKE TOWER

PAR

N G L

O T

ALK

SERVICE BRIDGE APPROACH ROAD

T O P

R O J E

C T O

F F

)SSECCA YRADNOCES( 6300 .R.S DNA HCNUAL TAOB YAWLLIPS OT

S E

R V

E B

G E T

T A

K E T

O W

E R

BOAT

LAUNCH

ACCES

ROAD

SECURITY GATE

)SSECCA YRAMIRP(6300 .R.S OT

WOODS

LAWN

RAIL

GUIDE

GUIDE RAIL

C R E E K L

A K E

N E S

GUIDE RAIL

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

PARKING AREA

LAYDOWN/

CONTRACTOR

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

G-114

A K

M A

R U

S N

A K

C R

A T

T Y

SCALE: 1" = 30'

NORTH

PLAN

30' 60'0

LEGEND

CONTRACTOR WORK LIMITS

CONTRACTOR LAYDOWN/PARKING AREA

C O

N T

R A

C T

O R W

O R

K L

P L

A N A

N D N

O T

E S

G-113

C5 CONTRACTOR WORK LIMITS PLAN

NOTES

GUIDE RAIL

SHEET KEYNOTES

AND DELIVERIES.

PARKING LOT TO THE INTAKE TOWER FOR OPERATIONS PERSONNEL ACCESS

THE CONTRACTOR SHALL KEEP CLEAR THE SERVICE BRIDGE FROM THE

OPERATIONS PERSONNEL AND THE PUBLIC.

PARKING LOT AND LAND-SIDE PARKING SPACES SHALL REMAIN OPEN TO

SPACES OF THE INTAKE TOWER PARKING LOT. THE ROADWAY THROUGH THE

CONTRACTOR LAYDOWN/PARKING AREA IS LIMITED TO THE LAKE-SIDE PARKING

WORK SITE, INCLUDING PERMANENT AND TEMPORARY TRAFFIC DIRECTIVES.

REFER TO SHEET G-113 FOR CONTRACTOR ACCESS ROUTE TO THE PROJECT

4. FOR ADDITIONAL LEGEND SYMBOLS AND ABBREVIATIONS, SEE SHEET G-113.

3. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-012.

EXISTING FEATURES.

2. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT

TO A MINIMUM.

1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT

M A

T T

H E

W P

R O

T H

E R P .E

E B

SERVICE BRIDGE

SLUICE GATE

1 1 1

6 6

1 1

5 5 5

INTAKE TOWER

D O

W N

F L

O W

C R

E E

K L

A K

N E

S T

EL 1195.0

OPERATING FLOOR

WELL NO. 3

EMERGENCY GATE

WELL NO. 2

EMERGENCY GATE

WELL NO. 1

EMERGENCY GATE

WELL NO. 3

SERVICE GATE

WELL NO. 2

SERVICE GATE

WELL NO. 1

SERVICE GATE

WELL

ACCESS

WELL

ACCESS

WELL

ACCESS

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-M

A R -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

M A

R U

S N

A K

KEY ELEVATION

C R

A T

T Y

G A

T E O

P E

R A

G M

A C

E R

Y W

O R

K P

L A

T F

PLAN

SCALE: 1/2"=1'

T R

U E N

SHEET KEYNOTES

INTAKE TOWER CONCRETE WALLS

EL 1173.0

WORK PLATFORM

D E

M O

N P

L A

C O

N C

R E

T E F

L O

O R A

N D E

M B

E D

D E

D S

T E

E L

NOTES

LEGEND

WORK PLATFORM CONCRETE FLOOR DEMOLITION PLAN

0 2' 4'1'

DEPTH OF 1 1/2 INCHES.

SAWCUT EXISTING CONCRETE AROUND PERIMETER OF REMOVAL AREA TO A

PAINTED IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

SHALL REMAIN IN PLACE. CURB ANGLE SHALL BE CLEANED, PREPARED AND

EXISTING CURB ANGLE ASSEMBLY EMBEDDED INTO OR BELOW EXISITNG WALL

DETAILS ON SHEET CD521.

REMOVE EXISTING SUPPORT BEAM AND ANGLE ASSEMBLY FROM GATE WELL PER

DRAWING O38e-U1-50/11.1 FOR EMERGENCY GATE DOGGING DEVICE DETAILS.

DOGGING DEVICE WILL OCCUR DURING THIS CONTRACT. SEE REFERENCE

EMBEDDED PIPE, LEVER, OR ANY OTHER PORTION OF THE EMERGENCY GATE

CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT NO DAMAGE TO THE

EXISTING DOOR IN THIS LOCATION NOT SHOWN FOR CLARITY.

CONCRETE DEMOLITION

CONTRACT SPECIFICATIONS.

6. FOR INSTRUCTIONS REGARDING THE DISPOSAL OF DEMOLITION DEBRIS, SEE

SAWCUT LINES.

5. DO NOT REMOVE CONCRETE BEYOND THE EDGE OF EXISTING WALLS AND/OR

BASE CONTRACT.

4. ALL WORK DESCRIBED ON THIS SHEET TO BE PERFORMED AS PART OF THE

THIS SHEET.

TOWER, SEE THE INTAKE TOWER KEY ELEVATION AT THE BOTTOM RIGHT OF

3. FOR GENERAL LOCATION OF THE WORK PLATFORM WITHIN THE INTAKE

CURB ANGLE REMOVAL.

2. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO STARTING CONCRETE AND

TOWER AND FLOOR OPENINGS.

COMPLETE DIMENSIONING OF THE WORK PLATFORM LEVEL OF THE CONTROL

CLARITY. SEE REFERENCE DRAWINGS 038e-U1-40/13.7 AND O38eU1-65/4.5 FOR

OF CONCRETE AND FLOOR OPENINGS. NOT ALL DIMENSIONS ARE INCLUDED FOR

1. PLAN VIEWS ON THIS SHEET SHOW THE GENERAL FLOOR LAYOUT AND LOCATIONS

2 2

2 2 2

AND/OR ACCESS WELLS AS SHOWN ON SHEET CD521.

REMOVE EXISTING CURB ANGLE ASSEMBLY AND CONCRETE AROUND THE GATE

DEVICE DETAILS.

SEE REFERENCE DRAWING 038e-U150/5.1 FOR SERVICE GATE DOGGING

SERVICE GATE DOGGING DEVICE WILL OCCUR DURING THIS CONTRACT,

CONTRACTOR SHALL ENSURE THAT NO DAMAGE TO ANY PORTION OF THE

AT THE SAME LOCATION ONCE THE NEW CONCRETE HAS BEEN PLACED.

SERVICE GATE DOGGING DEVICE LEVER LATCH PLATE FOR RE-INSTALLATION

PRIOR TO REMOVING CONCRETE, CONTRACTOR SHALL REMOVE AND SAVE

DETAILS.

OR TO SOUND CONCRETE (WHICHEVER IS GREATER). SEE SHEET CD521 FOR

REMOVE EXISTING CONCRETE TO 3 INCHES BELOW AS BUILT FINISHED SURFACE

CD420

CD521

WELL

ACCESS

EMERGENCY GATE WELL (SIMILAR)

SERVICE GATE WELL (AS SHOWN)METAL

RECESS FIXED

EXISTING GATE

RECESS FIXED METAL

EXISTING GATE

RUNG(S)

LADDER

EXISTING

GATE WELL OPENINGS

TYP ALL AROUND ALL

EXISTING CURB ANGLE,

ACCESS WELL OPENINGS

TYP ALL AROUND ALL

EXISTING CURB ANGLE,

WELD TO TOP FLANGE

WITH PL 1 3/4" X 1/4"

SUPPORT BEAM

EXISTING S6X12.5

DOGGING DEVICE ASSEMBLY OPENING (BELOW)

WALL

EXISTING

WALL

EXISTING

EL 1173.0 (NVGD29)

T/WORK PLATFORM

VARIES

REINFORCING STEEL

EXISTING FLOOR 4

IN-PLACE

FIXED METAL TO REMAIN

EXISTING GATE RECESS

TO REMAIN IN-PLACE

RECESS FIXED METAL

EXISTING GATE

EXISTING PL 1 3/4" X 1/4"

SUPPORT BEAM

EXISTING S6X12.5

TO 3" BELOW FINISHED FLOOR ELEVATION.

DEMOLISH AND REMOVE CONCRETE

EL 1173.0 (NVGD29)

T/WORK PLATFORM

EXISTING WALL

ANCHOR STRAP

ANGLE AND

EXISTING CURB AND CURB ANGLE ASSEMBLY

EXISTING CONCRETE

DEMOLISH AND REMOVE

ANCHOR STRAP

ANGLE AND

EXISTING CURB

REMAIN IN-PLACE

METAL TO

RECESS FIXED

EXISTING GATE

EL 1173.0 (NVGD29)

T/WORK PLATFORM

AND CURB ANGLE ASSEMBLY

EXISTING CONCRETE

DEMOLISH AND REMOVE

TYP EACH END

THIS SHEET,

SEE DETAIL F4,

INFORMATION,

REMOVAL

FOR CONCRETE

CUT EXISTING WELDS

CUT EXISTING WELDS CUT EXISTING WELDS

1 1/4" PLATE ASSEMBLY

SUPPORT BEAM WITH

REMOVE EXISTING S6X12.5

EL 1173.0 (NVGD29)

T/WORK PLATFORM

ANCHOR STRAP

ANGLE AND

EXISTING CURB

CONCRETE

TOWER

INTAKE

EXISTING

ASSEMBLY

CURB ANGLE

CONCRETE AND

REMOVE EXISTING

DEMOLISH AND

(MIN)

1 1/2"

MIN

1 1/2"

(EXPOSED)

REINFORCING

EXISTING

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

CERTIFIED FINAL DOCUMENTS

1 1/2" (MIN)

EXISTING SOUND CONCRETE

CONCRETE REMOVAL)

(IF EXPOSED DURING

REINFORCING BARS

AROUND EXISTING

AREA OF CONCRETE

REMOVE ADDITIONAL

CONCRETE

REMOVED

EXTENT OF

A K

M A

R U

S N

A K

C R

A T

T Y

G A

T E O

P E

R A

G M

A C

E R

Y W

O R

K P

L A

T F

SHEET KEYNOTES

C O

N C

R E

T E F

L O

O R A

N D E

M B

E D

D E

D S

T E

E L

D E

M O

N D

E T

SCALE: 1" = 1'

DEMOLITION PLAN - EMERGENCY AND SERVICE GATE WELLS

0 1' 2'6"CD420

SCALE: 1" = 1' 0 1' 2'6"CD420

SIMILAR AT EMERGENCY GATE WELLS

TYPICAL AT SERVICE GATE WELLS

DEMOLITION PLAN - ACCESS WELLS

SIMILAR 1 LOCATION

TYPICAL 2 LOCATIONS

SCALE: 1" = 1' 0 1' 2'6"

SIMILAR AT EMERGENCY GATE WELLS

TYPICAL AT SERVICE GATE WELLS

SECTION

SCALE: 1 1/2" = 1' 1' 2'0 6"

SAWCUT LINES.

DO NOT REMOVE CONCRETE BEYOND THE EDGE OF EXISTING WALLS AND/OR

NOTES

LEGEND

INTAKE TOWER EXISTING CONCRETE (TO REMAIN)

CONCRETE AND EMBEDDED METAL DEMOLITION AREA

CUT EXISTING CURB ANGLE FLUSH WITH EXISTING WALL.

TO CONTRACT SPECIFICATIONS.

REMAIN IN PLACE. CLEAN, PREPARE AND PAINT CURB ANGLE, ACCORDING

EXISTING CURB ANGLE EMBEDDED INTO OR BELOW EXISTING WALLS SHALL

CUT EXISTING ANCHOR STRAP AND ABANDON IN PLACE.

CD420 FOR SPECIAL INSTRUCTIONS.

DOGGING DEVICE ASSEMBLY OPENING, SEE KEYNOTES 6 AND 7 ON SHEET

EXISTING REINFORCING BARS.

REMOVE SOUND CONCRETE A MINIMUM OF 1 1/2 INCHES FROM ALL SIDES OF THE

IF EXISITNG REINFORCING BARS ARE EXPOSED DURING REMOVAL OPERATIONS,

NTS

SECTION - ADDITIONAL CONCRETE REMOVAL

CONTRACT SPECIFICATIONS.

6. FOR INSTRUCTIONS REGARDING THE DISPOSAL OF DEMOLITION DEBRIS, SEE

BASE CONTRACT.

5. ALL WORK DESCRIBED ON THIS SHEET TO BE PERFORMED AS PART OF THE

THIS SHEET OR TO SOUND CONCRETE, WHICHEVER IS GREATER.

4. CONCRETE SHALL BE REMOVED IN ALL DIRECTIONS TO DEPTH SHOWN ON

3. NEW AND EXPOSED REINFORCING BAR SHALL REMAIN UNCOATED.

BARS.

FOR CLARITY. SEE REFERENCE DRAWINGS FOR LOCATION OF REINFORCING

2. EXISTING REINFORCING BARS ARE GENERALLY NOT SHOWN IN THE DETAILS

AND CURB ANGLE REMOVAL.

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO STARTING CONCRETE

NTSCD420

CD521

PIPING WELL

LOW DISCHARGE

PIPING WELL

LOW DISCHARGE

INTAKE TOWER

BOILER ROOM

WELL NO. 1

EMERGENCY GATE

WELL NO. 2

EMERGENCY GATE

WELL NO. 3

EMERGENCY GATE

DRAIN (TYP)

ACCESS WELL

WELL NO. 2

SERVICE GATE

WELL NO. 3

SERVICE GATE

D O

W N

SERVICE BRIDGE

SLUICE GATE

OPENING

HOIST

GATE

OPENING

HOIST

GATE

WELL

ACCESS

WELL

ACCESS

OPENING

HOIST

GATE

OPENING

HOIST

GATE

TOWER

INTAKE

WELL NO. 1

SERVICE GATE

U P

C R

E E

K L

A K

N E

S T

EL 1195.0

OPERATING FLOOR

F L

O W

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

C-122

A K

M A

R U

S N

A K

KEY ELEVATION

3 3 22

1 1

44 5511

C R

A T

T Y

G A

T E O

P E

R A

G M

A C

E R

Y W

O R

K P

L A

T F

U M

U M P

L A

N K

G P

L A

WORK PLATFORM ALUMINUM PLANKING PLAN

0 4' 8'2'

NORTH

PLAN

SCALE: 1/4"=1'

1 1

T R

U E N

NOTES

SHEET KEYNOTES

OPTION NO. 1.

REPLACE PLANKING PANELS WITH GATE HOIST OPENING AS PART OF

OPTION NO. 2.

REPLACE PLANKING PANELS WITH GATE HOIST OPENING AS PART OF

OPTION NO. 3.

REPLACE PLANKING PANELS WITH GATE HOIST OPENING AS PART OF

BASE CONTRACT.

REPLACE PLANKING PANELS WITH GATE HOIST OPENING AS PART OF

CONTRACT. SEE NOTE 2, SHEET C-521 FOR ADDITIONAL INFORMATION.

WITH PLANKING PANELS WITHOUT OPENING AS PART OF BASE

EXISTING PLANKING PANELS (WITH HOIST OPENING) TO BE REPLACED

DRAWINGS O38e-U1-4/9 AND O38e-U1-4/10.

FOR EXISTING WORK PLATFORM PLANKING PLAN, REFER TO REFERENCE5.

OF THIS SHEET.

TOWER, SEE THE INTAKE TOWER KEY ELEVATION AT THE BOTTOM RIGHT

FOR GENERAL LOCATION OF THE WORK PLATFORM WITHIN THE INTAKE4.

WORK PLATFORM ALUMINUM GRATING BY THE CONTRACTOR.

INSTALLATION), EQUIPMENT, ETC., SHALL BE STORED ON THE EXISTING

NO MATERIALS (INCLUDING NEW ALUMINUM PLANKING PANELS PRIOR TO3.

PANELS (TYPICAL FOR ALL BOLD PANELS).

REMOVE EXISTING PLANKING PANELS AND REPLACE WITH NEW PLANKING2.

ARRANGEMENT PLAN AND DETAILS, SEE SHEETS C-521 AND C-522.

ALUMINUM PLANKING PANELS. FOR GATE WELL PLANKING PANEL

PLANKING OVER EACH GATE WELL IS COMPRISED OF SIX (6) INDIVIDUAL1.

LEGEND

ASSOCIATED SHEET KEYNOTE

NEW SLOTTED ALUMINUM PLANKING PANEL WITH

INTAKE TOWER CONCRETE WALLS

EL 1173.0

WORK PLATFORM

M A

T T

H E

W P

R O

T H

E R P .E

E B

C-521

PL 1 3/4" X 1/4"

EXISTING

WELL OPENING

10'-6"

W E

L L O

P E

S6X12.5

EXISTING

(TYPICAL ALL AROUND)

EXISTING CURB ANGLE

(EXISTING)

S6X12.5

EXISTING ALUMINUM PLANKING

EXISTING PLATE 1/4" X 1 3/4"

5'-0" WELL OPENING

FLOOR - EL 1773.0

T/WORK PLATFORM

CURB ANGLE

EXISTING

EXISTING CURB ANGLE

1/4" PL (EXISTING)

PLANKING

ALUMINUM

EXISTING

MK C-523-3

TOE PLATE

ON BEARING BARS

WITH RAISED RIDGES

ALUMINUM PLANKING

OPENING OUT TO OUT

1'-8"

1'-10 11/16 " 1'-10 11/16 "

CLR

3/16 "

O P

E N

G O

U T T

O O

U T

CLR

3/16 "

CLR

3/16 "

1/4 " TOE PL 1/4 " TOE PL

/4 T

O E P

L /4 T

O E P

T Y

L R

T Y

L R

DETAIL G6, THIS SHEET

TOE PLATE MK C-523-2, SEE

DETAIL G4, THIS SHEET

TOE PLATE MK C-523-3, SEE

3" 3"

"STEEL U-BOLT

STAINLESS

1/2" DIA

SURFACE WHEN NOT IN USE

FLUSH WITH PLANKING

TO ALLOW HANDLE TO SIT

NOTCH ALUMINUM PLANKING

(TYPICAL EACH SIDE)

9/16" DIA HOLE

STAINLESS STEEL WITH

BAR 3/8" X 3" X 3" LONG

3/16 " CLR (MIN)

L R

1/4" ALUMINUM TOE PLATE

BANDING BAR

3/16" ALUMINUM

3'-4 13/16 "

1/4" ALUMINUM PLATE

EMBEDDED ANGLE SIDE

2 5/16 "

EXISTING S6 SIDE

1 3/16 "

3/16" BANDING BAR

MK C-523-2

TOE PLATE

B A

N D

G B

A R

L U

U M

B A

N D

G B

A R

L U

U M

SLOTTED ALUMINUM PLANKING

1'-10 11/16 "

3/16" ALUMINUM BANDING BAR

2'-8 13/16 "

MK C-523-2

TOE PLATE

1/4" ALUMINUM

MK C-523-3

TOE PLATE

1/4" ALUMINUM

MK C-523-2

TOE PLATE

1/4" ALUMINUM

BEARING BARS

WITH RAISED RIDGES ON

1 1/2" ALUMINUM PLANKING

S L

O T

T E

D A

L U

U M P

L A

N K

PER PLANKING PANEL

LIFTING HANDLE, 2

9 7/8 "

1/4" ALUMINUM PLATE

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

CERTIFIED FINAL DOCUMENTS

3/16 3-12

(SEE NOTE 5)

(S E

E N

O T

3/16

TYP

1-3 3/16

1/8 60°

S P

A N

C-523

A K

R U

S N

A K

G A

T E O

P E

R A

G M

A C

E R

Y A

L U

A N

G D

E T

C R

A T

A1 0 1' 2'6" A6

SCALE: 1 1/2"=1'

SECTION

SCALE: 6"=1' 3"0 6"1-1/2"

6"0 3" 1'

3"0 6"1-1/2"

1' 2'0 6"

G4 1' 2'0 6"

NOTES

G6 1' 2'0 6"

SERVICE AND EMERGENCY GATE WELL PLANKING PANEL PLAN

DETAIL

SCALE: 6"=1' 3"0 6"1-1/2" C8

SCALE: 6"=1' 3"0 6"1-1/2"

SECTION

S H

E E

T O

O38e-U1-4/9 AND O38e-U1-4/10.

FOR EXISTING PLANKING DETAILS, REFER TO REFERENCE DRAWINGS10.

IN PLACE.

ALL EXISTING AND EMBEDDED STEEL FRAMING MEMBERS ARE TO REMAIN 9.

FOR ALL OPTIONS, PROVIDE PLANKING PANELS WITH OPENING. 8.

FINAL APPROVED HOIST DESIGN.

ACTUAL OPENING DIMENSIONS IN PLANKING PANELS TO BE DETERMINED FROM 7.

INSTALLATION OF ANY ALUMINUM PLANKING PANELS.

ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND 6.

PLANKING PANELS SHALL BE INTERCHANGEABLE AMONG SIMILAR OPENINGS. 5.

IDENTIFIED LOCATIONS.

NEW 1 1/2" SLOTTED ALUMINUM TYPE PLANKING IS TO BE INSTALLED AT ALL 4.

ORIENTATION AS EXISTING HANDLES.

ALL NEW LIFTING HANDLES SHALL BE PLACED IN THE SAME LOCATION ANDG.

FRAMING.

PROVIDE 3/16" CLEARANCE BETWEEN EACH PANEL AND EXISTING GATEF.

PROVIDE 4 FASTENER CLIPS FOR EACH PANEL.E.

ALL PANELS ARE TO BE END BANDED ALL AROUND.D.

MAXIMUM WEIGHT OF EACH PANEL SHALL NOT EXCEED 60LBS.C.

BEARING BARS ARE TO BE 1 1/2" X 3/16" AT 1 1/2" C TO C.B.

BARS.

MATERIAL - ALUMINUM, ASTM B221-ALLOY 6063-T6 TEMPER FOR BEARINGA.

ALL ALUMINUM PLANKING IS TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 3.

NO. 1 AND NO. 2.

REPLACE EXISTING PANELS WITH AN OPENING IN EMERGENCY GATE WELLS

OPENING (EACH PLANKING PANEL SHALL BE SIZED 2'-5 3/16" X 3'-5 3/4") TO

PROVIDE TWO SETS OF TWO PLANKING PANELS WITHOUT A GATE HOIST 2.

GATE HOIST OPENING (SEE NOTE 2).

EMERGENCY GATE WELLS NO. 1 AND NO. 2 SHALL NOT BE PROVIDED WITH A

NO. 3. OPENING IN PLANKING PANELS TO ACCOMODATE GATE HOIST.

THIS SHEET, FOR ALL SERVICE GATES WELLS AND EMERGENCY GATE WELL

THE SERVICE AND EMERGENCY GATE WELL PLANKING PANEL PLAN "A1" ON

PROVIDE ONE SET OF TWO PLANKING PANELS WITH OPENING, AS SHOWN IN 1.

SCALE: 1 1/2" = 1'

SCALE: 1" = 1'

DETAIL

SECTION

16 REQUIRED

MK C-523-2

ALUMINUM TOE PLATE

DETAIL

8 REQUIRED

MK C-523-3

ALUMINUM TOE PLATE

DETAIL

SCALE: 3" = 1'

8 REQUIRED

MK C-523-1

SLOTTED ALUMINUM PLANKING PANEL

C-122

LEGEND

ALUMINUM PLANKING PANEL BEARING BARS ORIENTATIONSPAN

M A

T T

H E

W P

R O

T H

E R P .E

E B

(TYP)

3/16 "

(TYP)

1 3/16 "

ON BEARING BARS

WITH RAISED RIDGES

ALUMINUM PLANKING

ALUMINUM BANDING BAR

3/16 "

BANDING BAR

3/16" ALUMINUM

ALUMINUM PLANKING

1 1/2" SLOTTED

BANDING BAR

3/16" ALUMINUM

RIDGES

WITH RAISED

BEARING BARS

19/32" X 3", TYP

OPENINGS (SLOTS)

RECTANGULAR

C-524

A K

R U

S N

A K

G A

T E O

P E

R A

G M

A C

E R

Y A

L U

A N

G D

E T

C R

A T

T Y

SECTION

SCALE: 6"=1'

3"0 6"1-1/2"

1' 2'0 6"

NOTES

S H

E E

T O

SEE SHEET C-523 FOR NOTES PERTAINING TO DETAILS SHOWN ON THIS SHEET.1.

C-523

G2 DETAIL

SCALE: 3" = 1'

M A

T T

H E

W P

R O

T H

E R P .E

E B

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

CERTIFIED FINAL DOCUMENTS

(PLACED 1 1/2" BELOW FINISHED FLOOR ELEVATION)

W4x4-W2.9xW2.9 WELDED WIRE FABRIC

INTAKE TOWER

D O

W N

EL 1195.0

OPERATING FLOOR

WELL NO. 3

EMERGENCY GATE

WELL NO. 2

EMERGENCY GATE

WELL NO. 1

EMERGENCY GATE

WELL NO. 3

SERVICE GATE

WELL NO. 2

SERVICE GATE

WELL NO. 1

SERVICE GATE

WELL

ACCESS

WELL

ACCESS

WELL

ACCESS

SERVICE BRIDGE

SLUICE GATE

WALL

EXISTING

WALL

EXISTING

EL 1173.0 (NVGD29)

T/WORK PLATFORM

VARIES

REINFORCING STEEL

EXISTING FLOOR 4

CONCRETE PLACEMENT

NEW MINIMUM 3" THICK

EXPOSED CONCRETE

TO TOP SURFACE OF

APPLY BONDING AGENT

1 1

2 2 2 2 2 3

2 2 2 2 2 2

5 5

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

CERTIFIED FINAL DOCUMENTS

A K

M A

R U

S N

A K

KEY ELEVATION

C R

A T

T Y

G A

T E O

P E

R A

G M

A C

E R

Y W

O R

K P

L A

T F

PLAN

SCALE: 1/2"=1'

T R

U E N

SHEET KEYNOTES

INTAKE TOWER CONCRETE WALLS

EL 1173.0

WORK PLATFORM

C O

N C

R E

T E F

L O

O R A

N D E

M B

E D

D E

D S

T E

E L

NOTES

LEGEND

0 2' 4'1'

WORK PLATFORM CONCRETE FLOOR REPAIRS PLAN

BASE CONTRACT.

ALL WORK DESCRIBED ON THIS SHEET TO BE PERFORMED AS PART OF THE2.

THIS SHEET.

TOWER, SEE THE INTAKE TOWER KEY ELEVATION AT THE BOTTOM RIGHT OF

FOR GENERAL LOCATION OF THE WORK PLATFORM WITHIN THE INTAKE1.

C O

N C

R E

T E R

E P

L A

C E

M E

N T P

L A

CONCRETE REPLACEMENT

SEE REFERENCE DRAWINGS O38e-U1-50/1, O38e-U1-50/5.1, AND O38e-U1-50/11.1.

DEVICES ARE OPERABLE AND IN THE SAME CONDITION AS BEFORE REMOVAL.

SERVICE GATE AND EMERGENCY GATE DOGGING DEVICES, ENSURE ALL

AFTER PLACEMENT OF NEW CONCRETE, CONTRACTOR SHALL REINSTALL ALL

INTERFERE WITH OPERATION OF THE SERVICE OR EMERGENCY GATES.

ENSURE THAT THE FLANGES OF THE NEW W6X16 SUPPORT BEAMS DO NOT

CONCRETE REPAIR.

LEAVE 3" MINIMUM SPACE BETWEEN WELDED WIRE FABRIC AND EDGE OF

C-425

FINISHING

REFER TO THE SPECIFICATIONS FOR COMPLETED CONCRETE SURFACE

GATE WELLS

SAWCUT CONSTRUCTION JOINT TO A DEPTH OF 3/4" EQUIDISTANT BETWEEN

NTS

C-425

C-526

1'-10"

3"1'-3" 1'-3"3"

(TYPICAL ON LONG SIDE OF FRAME)

9 STUD ANCHORS SPACED ON 1'-0" C/C

(T Y

A L O

N S

H O

R T S

E O

F F

R A

M E

T U

D A

N C

H O

R S S

P A

C E

D O

C /C

4 ANCHORS @ 1'-6" C/C

N C

H O

R S

C /C

N C

H O

R S

C /C

6 ANCHORS @ 1'-6" C/C

3" 3"

3'-3" 3'-3"

1'-9" 1'-9"

N C

H O

R S

6" x x x

2'-8"

7"1'-6"

4"1'-0"1'-0"4"

3" 3"

4"1'-0"1'-0"4"

7" 7"1'-6"

2'-8"

3" 3" x

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

3 1/2 "

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

1'-10"

3"1'-3" 1'-3"3"

(TYPICAL ON LONG SIDE OF FRAME)

9 STUD ANCHORS SPACED ON 1'-0" C/C

(T Y

A L O

N S

H O

R T S

E O

F F

R A

M E

T U

D A

N C

H O

R S S

P A

C E

D O

C /C

4 ANCHORS @ 1'-6" C/C

N C

H O

R S

C /C

N C

H O

R S

C /C

6 ANCHORS @ 1'-6" C/C

C-526

N C

H O

R S

6" x x x

2'-8"

7"1'-6"

4"1'-0"1'-0"4"

3" 3"

4"1'-0"1'-0"4"

7" 7"1'-6"

2'-8"

3" 3" x

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

C-526

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

3 1/2 "

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

1'-10"1'-10"

3"1'-3" 1'-3"3"

(TYPICAL ON LONG SIDE OF FRAME)

9 STUD ANCHORS SPACED ON 1'-0" C/C

(T Y

A L O

N S

H O

R T S

E O

F F

R A

M E

T U

D A

N C

H O

R S S

P A

C E

D O

C /C

4 ANCHORS @ 1'-6" C/C

N C

H O

R S

C /C

N C

H O

R S

C /C

6 ANCHORS @ 1'-6" C/C

3"1'-3" 1'-3"3"

(TYPICAL ON LONG SIDE OF FRAME)

9 STUD ANCHORS SPACED ON 1'-0" C/C

(T Y

A L O

N S

H O

R T S

E O

F F

R A

M E

T U

D A

N C

H O

R S S

P A

C E

D O

C /C

4 ANCHORS @ 1'-6" C/C

N C

H O

R S

C /C

N C

H O

R S

C /C

6 ANCHORS @ 1'-6" C/C

C-526

OR BELOW WALL

EMBEDDED IN

CURB ANGLE

L 2X1 1/2X5/16

EXISTING

N C

H O

R S

6" x x x

Q O

P E

2'-8"

7"1'-6"

4"1'-0"1'-0"4"

3" 3"

4"1'-0"1'-0"4"

7" 7"1'-6"

2'-8"

3" 3" x

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

N C

H O

R S

6" x x x

2'-8"

7"1'-6"

4"1'-0"1'-0"4"

3" 3"

4"1'-0"1'-0"4"

7" 7"1'-6"

2'-8"

3" 3" x

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

C-526

RECESS FIXED METAL

EXISTING GATE

RECESS FIXED METAL

EXISTING GATE

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

3 1/2 "

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

3 1/2 "

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

ANCHOR

STUD

PL 1 3/4"X1/4"

CORNERS, TYPICAL

MITRE AND WELD

TYPICAL

ANCHOR,

STUD

W6X16 SUPPORT BEAM

TYPICAL

L 3X2X5/16, CURB ANGLE

TYPICAL

L 3X2X5/16, CURB ANGLE

3"1'-3" 1'-3"3"

ANCHOR

STUD

2 LOCATIONS

TO EXISTING,

CURB ANGLE

WELD NEW

TYPICAL

L 2X1 1/2X1/4, CURB ANGLE

TYPICAL

ANCHOR,

STUD

2'-8"

7"1'-6"

4"1'-0"1'-0"4"

3" 3"

4"1'-0"1'-0"4"

7" 7"1'-6"

2'-8"

3" 3"

C /C

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

WELDED WIRE FABRIC)

ELEVATION TIED TO

FINISHED FLOOR

(PLACED 1 1/2" BELOW

#4 BAR, 1'-6" LG

PL 1 3/4"X1/4"

TO NEW CURB ANGLE

SIDES OF 1 3/4" PL

TACK WELD BOTH

TO NEW CURB ANGLE

SIDES OF 1 3/4" PL

TACK WELD BOTH

1'-2 1/4 "

10'-5 1/2 "

1'-2 1/4 "

BEAM

SUPPORT

W6X16

WORK PLATFORM

TO MATCH EXISTING

T/NEW CONCRETE

SIDES OF W6 WEB

FIXED METAL, BOTH

EXISTING GATE RECESS

1/4" FIELD WELD W6 TO

BOTH SIDES OF W6 WEB

RECESS FIXED METAL,

TO EXISTING GATE

1/4" FIELD WELD W6

PL 1 3/4" X 1/4"

BEAM

SUPPORT

W6X16

CURB ANGLE

L 3X2X5/16

1/2" DIA X 6" LG

STUD ANCHOR,

1/2" DIA X 6" LG

STUD ANCHOR,

CURB ANGLE

L 2X1 1/2X1/4

3 1/2 "

SEE SECTION E-1

STUD ANCHOR.

ANGLE AND

NEW CURB

3 1/2 "

SEE SECTION E-3

STUD ANCHOR.

ANGLE AND

NEW CURB

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps a u to s y ti m e

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

CERTIFIED FINAL DOCUMENTS

1'-10"

(TYPICAL ON LONG SIDE OF FRAME)

9 STUD ANCHORS SPACED ON 1'-0" C/C

(T Y

A L O

N S

H O

R T S

E O

F F

R A

M E

T U

D A

N C

H O

R S S

P A

C E

D O

C /C

4 ANCHORS @ 1'-6" C/C

N C

H O

R S

C /C

N C

H O

R S

C /C

6 ANCHORS @ 1'-6" C/C

C-526

TYPICAL

CORNERS,

AND WELD

MITRE

C/C C/C

#4 ANCHORS

C/C C/C

#4 ANCHORS

N C

H O

R S

6" x x x x

C-526

3-12

1/4

3/16

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

E M

B E

D D

M E

N T

BONDING AGENT

#4 BARS

A K

M A

R U

S N

A K

C R

A T

T Y

G A

T E O

P E

R A

G M

A C

E R

Y W

O R

K P

L A

T F

SHEET KEYNOTES

C O

N C

R E

T E F

L O

O R A

N D E

M B

E D

D E

D S

T E

E L

C O

N C

R E

T E R

E P

L A

C E

M E

N T D

E T

SCALE: 1" = 1' 0 1' 2'6"C-425

C3 SERVICE AND EMERGENCY GATES - NEW PLANKING SUPPORT FRAMING PLAN A7

SCALE: 1" = 1' 0 1' 2'6"C-425

SCALE: 1" = 1' 0 1' 2'6"

SCALE: 3" = 1' 6"0 3" 1'

NO. 1 AND NO. 2.

OMIT THIS STUD ANCHOR ON SERVICE GATE AND EMERGENCY GATE WELL

NO. 2 AND NO. 3.

OMIT THIS STUD ANCHOR ON SERVICE GATE AND EMERGENCY GATE WELL

NOTES

BASE CONTRACT.

ALL WORK DESCRIBED ON THIS SHEET TO BE PERFORMED AS PART OF THE1.

KEYNOTE NO. 3 ON SHEET C-425.

COPE ENDS OF SUPPORT BEAM TO FIT WITHIN GATE RECESS. REFER TO

THE PLANKING PANEL.

AS THE EXISTING CURB ANGLE TO PROVIDE FLAT RESTING SURFACE FOR

ENSURE BOTTOM FLANGE OF NEW CURB ANGLE IS AT THE SAME ELEVATION

SCALE: 3" = 1'

E3 6"0 3" 1'

SCALE: 1 1/2" = 1'

(TYP CONCRETE PLACEMENT REINFORCING AROUND GATE WELL)

SCALE: 1 1/2" = 1'

(TYP CONCRETE PLACEMENT REINFORCING AROUND ACCESS WELL)

LEGEND

NEW CONCRETE

EXISTING CONCRETE

(TYP CURB AND ASSEMBLY AROUND GATE WELL) (TYP CURB AND ASSEMBLY AROUND ACCESS WELL)

GATE WELLS

DIMENSIONS SHALL BE 2'-8" FOR SUC GATE AND 1'-10" FOR EMBEDDED

ACCESS WELLS NO. 1, 2 & 3 - NEW PLANKING SUPPORT FRAMING PLAN

CONCRETE TO THE SIZE RECOMMENDED BY ADHESIVE MANUFATURER.

ADHESIVE, REFER TO SPECIFICATIONS FOR DETAILS. DRILL HOLES INTO SOUND

ANCHORS TO BE SECURED INTO SOUND CONCRETE USING EPOXY INJECTABLE

MACHINERY

APPROX AREA OF EXISTING

SERVICE BRIDGE

SLUICE GATE

REPLACE IN BASE CONTRACT

SERVICE GATE HOIST NO. 2

REPLACE IN OPTION NO. 2

SERVICE GATE HOIST NO. 3

REPLACE IN OPTION NO. 3

SERVICE GATE HOIST NO. 1

REPLACE IN OPTION NO. 1

EMERGENCY GATE HOIST NO. 3

L E

U R

MD105

R E

G O

S O

PIPING WELL

LOW DISCHARGE

PIPING WELL

LOW DISCHARGE

BRIDGE

SERVICE

D O

W N

OPERATING FLOOR

WORK PLATFORM

KEY ELEVATION

G A

T E O

P E

R A

G M

A C

E R

Y O

P E

R A

G H

O U

O O

R D

E M

O L

N P

L A

M A

R C

U S

A1 0 4' 8'2'

MECHANICAL SEQUENCING NOTES

F L

O W

L C

SCALE: 1/4" = 1'

THE NEW HOIST WILL BE CONNECTED TO GATE NO.1 AND TESTED.J.

THE BULKHEAD WILL BE REMOVED.I.

GATE NO. 2.

HOIST NO. 2 WILL BE SET IN SERVICE GATE WELL NO. 2 AND CONNECTE TOH.

THE TRUCK WILL EXIT THE CONTROL TOWER.G.

THE EXISTING HOIST WILL BE PLACED ON THE TRUCK.F.

MACHINERY MOVED TO SERVICE GATE WELL NO. 1.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEWE.

WELL NO. 2.

HOIST NO. 1 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATED.

WELL NO. 3.

HOIST NO. 2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATEC.

THE BULKHEAD WILL BE SET IN SLUICE NO. 2.B.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE NO. 1.A.

FOR OPTION 3, MACHINERY WILL BE SET AS FOLLOWS:4.

THE NEW HOIST WILL BE CONNECTED TO GATE NO. 3 AND TESTED.J.

THE BULKHEAD WILL BE REMOVED.I.

GATE NO. 2.

HOIST NO. 2 WILL BE SET IN SERVICE GATE WELL NO. 2 AND CONNECTED TOH.

THE TRUCK WILL EXIT THE CONTROL TOWER.G.

THE EXISTING HOIST WILL BE PLACED ON THE TRUCK.F.

MACHINERY MOVED TO SERVICE GATE WELL NO. 3.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEWE.

WELL NO. 2.

HOIST NO. 3 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATED.

WELL NO. 1.

HOIST NO. 2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATEC.

THE BULKHEAD WILL BE SET IN SLUICE NO. 2.B.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE NO. 3.A.

FOR OPTION 2, MACHINERY WILL BE SET AS FOLLOWS:3.

TESTED.

THE NEW HOIST WILL BE CONNECTED TO THE EMERGENCY GATE ANDI.

THE BULKHEAD WILL BE REMOVED.H.

GATE NO. 2.

HOIST NO. 2 WILL BE SET IN SERVICE GATE WELL NO. 2 AND CONNECTED TOG.

THE TRUCK WILL EXIT THE CONTROL TOWER.F.

DISPOSAL.

THE EXISTING EMERGENCY HOIST WILL BE PLACED ON THE TRUCK FORE.

MACHINERY MOVED TO EMERGENCY GATE WELL NO. 2.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEWD.

WELL NO. 3.

HOIST NO. 2 WILL BE DISCONNECTED AND MOVED TO EMERGENCY GATEC.

THE BULKHEAD WILL BE SET IN SLUICE NO. 2.B.

WELL NO. 1, WITH THE EMERGENCY GATE IN SLUICE NO. 2.

THE EMERGENCY GATE MACHINERY WILL BE SET IN EMERGENCY GATEA.

FOR OPTION 1, MACHINERY WILL BE SET AS FOLLOWS:2.

THE HOIST WILL BE CONNECTED TO GATE NO. 2 AND TESTED.G.

THE NEW HOIST WILL BE SET IN SERVICE GATE WELL NO. 2.F.

THE TRUCK WILL EXIT THE CONTROL TOWER.E.

THE EXISTING HOIST NO. 2 WILL BE PLACED ON THE TRUCK FOR DISPOSAL.D.

MACHINERY MOVED TO EMERGENCY GATE WELL NO. 1.

THE DELIVERY TRUCK WILL ENTER THE CONTROL TOWER AND THE NEWC.

GATE WELL NO. 3.

EXISTING HOIST NO. 2 WILL BE DISCONNECTED AND MOVED TO EMERGENCYB.

THE EMERGENCY GATE AND MACHINERY WILL BE SET IN SLUICE NO. 2.A.

FOR THE BASE CONTRACT, MACHINERY WILL BE SET AS FOLLOWS:1.

EMERGENCY GATE WELL NO. 3 EMERGENCY GATE WELL NO. 2 EMERGENCY GATE WELL NO. 1

SERVICE GATE WELL NO. 3 SERVICE GATE WELL NO. 2 SERVICE GATE WELL NO. 1

INTAKE TOWER

NORTH

PLAN

T R

U E N

OPERATING HOUSE FLOOR DEMOLITION PLAN

/S J

O H

N E

E S P .E

E B

2 3 4 5 6 7 8 9 10

SHEET ID

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

S U

B M

T E

D B

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

M A

R K

D E

S C

N D

A T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

-F

E B -2

T S

B U

R G

H D

T R

A N

S I

E R

T Y A

V E

N U

T S

B U

R G

H P

W N

P L

O T D

A T

A L L E

G H

E N

Y R

E R B

A S

R E

P L

A C

E G

A T

E O

P E

R A

G M

A C

N E

S T

A C

R E

E K L

A K

FOOT AREAS

ALLOWABLE MACHINERY

DOWEL PIN

1-3/4" DIA TAPER

CONNECTION

10" DIA ELECTRICAL

SERVICE BRIDGE

SLUICE GATE

P P

R O

X /1

2'-9" 4'-7"

2'-7 15/32 "

7'-4"

HOIST NO. 3

EMERGENCY GATE

HOIST NO. 3

SERVICE GATE

HOIST NO. 2

SERVICE GATE

HOIST NO. 1

SERVICE GATE

L E

U R

M-106

GATE PICKUP CENTERLINE

R E

G O

S O

G A

T E W

E L L C

E N

T E

R L

PIPING WELL

LOW DISCHARGE PIPING WELL

LOW DISCHARGE

OPERATING FLOOR

WORK…

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File details come from the government source that posted it. Updated Apr 14, 2020.