W912EK22B0013 Drawings.pdf

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

®of Engineers

US Army Corps

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ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION NO:

DOWNSTREAM MOORING CELL

PLEASANT VALLEY, IA

LOCK AND DAM 14

MISSISSIPPI RIVER BASIN

AUGUST 2022

ROCK ISLAND DISTRICT

W

E K

B

W912EK22B0013

of Engineers

US Army Corps

DETAIL - NAVIGATION LIGHT AND STANDE-501

PLAN - MOORING CELLE-101

DETAIL - LIGHT STANDS-513

DETAIL - KEVEL AND CHECKPOST S-512

DETAIL - POST RECESS WELDED PLATES-511

DETAIL - WELDED PLATES-510

DETAIL - POSTS AND KEVELS-502

DETAIL - WELDED PLATES-501

SECTION - ARMORED CHECKPOST RECESSS-303

SECTION - MOORING CELL ARMORS-302

SECTON - MOORING CELLS-301

ELEVATION - MOORING CELLS-201

PLAN - MOORING CELLS-101

GENERAL NOTES STRUCTURALS-001

CIVIL SITE PLANC-101

BORING LOGSB-601

BORING LOCATIONSB-101

SURVEY CONTROL PLANV-101

PLAN SET LAYOUT AND SHEET TYPE DESIGNATORSG-003

GENERAL ABBEVIATIONSG-002

COVER SHEETG-001

PLAN SET TITLEPLAN SET ID

PLAN SET INDEX

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®of Engineers

US Army Corps

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T R

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

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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

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GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

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GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

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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

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NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

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FASTEN(ER)FSTNR

FULL SIZEFS

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S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

SHEET TYPE DESIGNATORS

DRAWING SET LAYOUT

PLAN SET ID

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

CATEGOIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.

CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.

WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.

REFERENCE.

BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID

PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY BE DUPLICATED

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.

PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.

FOLLOWING INFORMATION:

BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE

IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD FOCUS ON THE SHEET ID 3.

THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.

THE DRAWING SET IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF WORK IN 2.

CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

FLOW

BM

WORK LIMITS

US HIGHWAY

STEEL

STATE HIGHWAY

SLOPE

RIVER MILE

RAILROAD

NORTH INDICATOR, TRUE

NORTH INDICATOR, PLAN

INTERSTATE HIGHWAY

NORTH

PLAN

T R

U E

LEGEND

A KEYNOTE

INDICATES GROUT

INDICATES NEW CONCRETE IN SECTION

INDICATES ROCK

INDICATES STEEL IN SECTION

INDICATES GRANULAR SURFACE

L4 BRASS PLUG576.832232639.6481787629.90722-136-105

RIC 83 DP3548 ILDT DISK ON CONCRETE MONUMENT 585.792231863.9981783283.33522-136-101

RIC 039 2013 DP3511 ROD WITH FLOATING DISK 592.442230027.0401780199.40922-136-100

DESCRIPTIONELEVATION-NAVD88EASTINGNORTHINGPOINT

SURVEY MONUMENTS

© 2022 Microsoft Corporation Earthstar Geographics SIO © 2022 TomTom

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A1

SCALE: 1" = 500'

SURVEY CONTROL PLAN

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PLAN

0 500' 1000'

3. FIELD BOOK FC-20-2. SURVEYED WITH JAVAD 00056

VERTICAL NAVD88 GEOID 18 US SURVEY FEET

HORIZONTAL STATE PLANE ILLINOIS WEST NAD83 (2011)

DATUM:2.

CONTROL SURVEY PERFORMED MAY 16, 20221.

GENERAL NOTES

LD14-00-1

LD14-00-2

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SITE PLAN- BORING LOCATIONS

60' 120'0

NORTH

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-90.4161741.55903LD14-00-2

-90.4155341.55877LD14-00-1

W LONGITUDEN LATITIUDEBORING

BORING LOCATIONS

PROPOSED MOORING

F L O

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GENERAL SHEET NOTES

DESIGNATION LABELS SHOWN NEXT TO THE BORING SYMBOL.

LD14-00-1 AND LD14-00-2 ARE THE CORRESPONDING BORING LOCATION 2.

SEE B-601.

THIS SHEET SHOWS THE BORING LOCATIONS FOR THE BORING LOGS. 1.

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

13 (20)

(67)

(90)12

(65/6)

(50/3)

(60/6)

(54/6)

(50/3)

RQD=33%

RQD=85%

RQD=42%

Nf D60

LL PL

D30 D10

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LD14-00-1

NORTHING: 1781846

EASTING: 2228476

DATE: 5/31/2000

TOP ELEVATION OF BORING: 566.9'

530.4' BOTTOM OF BORING

1983 ILLINOIS WEST STATE PLANE US SURVEY FEET

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LD14-00-2

NORTHING: 1781945

EASTING: 2228302

DATE: 5/31/2000

TOP ELEVATIONOF BORING: 566.8'

CRUSHED AGGREGATE

CRUSHED AGGREGATE

FLOATING MARINE PLANT

HOLLOW STEM AUGER HOLLOW STEM AUGER

FLOATING MARINE PLANT

512.8' BOTTOM OF BORING

WATER

SHALE, MEDIUM GRAY, MED HARD, MODERATELY MASSIVE

SHALE, LIGHT TO MEDIUM GRAY, MED TO HARD, MASSIVE

WATER

GRAVEL, COBBLES, BROKEN ROCK

SHALE, LITE TO MEDIUM GRAY, MEDIUM HARD,

PLASTIC IN PART

HARDER WITH DEPTH

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DIAGRAM- BORING LOGS

5' 10'0

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© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

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E 2228388.666

N 1781895.751

CENTER AT -

NEW MOORING CELL LOCATION

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SCALE: 1" = 500'

SITE PLAN

TRAILER LOCATION

AND CONSTRUCTION

RIVER ACCESS

STAGING AREA,

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CHANNEL CENTER LINE.

SEE SHEET S-101 FOR CELL ORIENTATION WITH RESPECT TO NAVIGATION 1.

GENERAL SHEET NOTES

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S-001

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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES

CONTRACTING OFFICER.

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE5.

SPECIFICATION 03 31 00.

STRENGTH (f'c), REFER TOFOR CONCRETE COMPRESSIVE4.

NOTED OTHERWISE.

CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS 3.

AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO

PROPERLY PLACE ALL EMBEDDED ITEMS SUCH THAT THEY ARE 2.

ACCORDANCE WITH ACI 318.

DESIGN PERFORMED BY THE CONTRACTOR SHALL BE IN

(ACI 301) EXCEPT AS OTHERWISE INDICATED. ALL CONCRETE

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

WITH THE PROVISIONS OF THE AMERICAN CONCRETE

ALL CONCRETE CONSTUCTION SHALL BE IN ACCORDANCE1.

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY

THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 9.

OF THIS WORK.

UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE COMPLETION

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR 8.

EQUIPMENT.

SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE

UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE 7.

SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS 6.

X") REFERENCED TO THE REFERENCE ELEVATION, NAVD88 DATUM.

ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS (X'-5.

COMPLETION OF THE PROJECT.

REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS

AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS

DRAWINGS IS COMPLETED. DETERMINE ERECTION PROCEDURES

STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 4.

WORK IN AREAS THAT WILL BE AFFECTED.

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT 3.

HOLES, HANGERS, AND ANCHORS.

BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,

DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,

OTHER USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.

NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.

ALL SHEET PILING IS TO BE PS 27.5.16.

WITH THE EXCEPTION OF GALVANIZED SURFACES.

COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO ASSEMBLY, 15.

AWS D1.5, AS SPECIFIED.

ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 OR

TESTING AND INSPECTION OF WELDS SHALL BE IN14.

THE SPECIFICATIONS.

STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED13.

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL12.

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED11.

TREATMENT FROM MANUFACTURER/FABRICATOR.

CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,

COAT ALL ALUMINUM IN CONTACT WITH CONCRETE10.

GRIND AREAS, ETC. AS SPECIFIED.

PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES, 9.

OF WELDS UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.

HOLES TO PERMIT WELD WRAPPING TO PREVENT THE INTERSECTION

AS SHOWN IN DETAIL S-001-A1. SUFFICIENTLY SIZE WELD ACCESS

FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF THE PLATE8.

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL7.

APPROVAL.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 6.

70 KSI WELD METALS.

SHALL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND

EDITION OF AWS D1.1 OR D1.5, AS SPECIFIED. ALL STEEL WELDING

ALL STEEL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST5.

FABRICATION.

COATED IN ACCORDANCE WITH ASTM A123 AFTER

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE4.

DESIGNATED AS BEARING-TYPE CONNECTIONS.

ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE3.

SPECIFICATIONS.

PROVIDE MATERIAL IN ACCORDANCE WITH THESE PLANS AND THE 2.

FIFTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

2. 2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.

1. 1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE.

B. IN NO CASE SHALL THE COVER BE LESS THAN:

AS INDICATED ON DRAWINGS..............................................6"

5. SURFACES EXPOSED TO ABRASION

4. UNFORMED SURFACE IN CONTACT WITH SUBGRADE.....4"

3. EQUAL TO OR GREATER THAN 24" THICK..........................4"

2. GREATER THAN 12" AND LESS THAN 24" THICK...............3"

1. 12" OR LESS IN THICKNESS.............................PER ACI 318

A. FORMED AND SCREEDED SURFACES:

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:

11. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR

THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A10.

SHALL COMPLY WITH AWS D1.4.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT9.

CONTRACTING OFFICER.

CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE

FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN8.

APPROVED BY THE CONTRACTING OFFICER.

MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND

BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE

LENGTH CANNOT BE OBTAINED. SPLICE LENGTH SHALL BE

PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED

ARE BARS HAVING MORE THAN 12" OF CONCRETE CAST BELOW.

THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP BARS

TABLE ON THIS SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.

MINIMUM SPLICE AND EMBEDMENT LENGTHS ARE SHOWN IN THE 7.

NOTED.

TO BE IN ACCORDANCE WITH ACI 318-14, UNLESS OTHERWISE

OFFICER. CLEAR COVER, EMBEDMENT, AND SPLICE LENGTHS

BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED6.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS 5.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.4.

INSTITUTE.

NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE3.

(FY = 60,000 PSI).

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 602.

CONCRETING RESPECTIVELY.

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.

FORCING BARS.

CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.

ACI 301, ACI 315R, AND ACI 318A.

CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF:

FABRICATION, AND PLACING OF REINFORCING BARS AND

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,1.

REINFORCING NOTES

8 59 45 77 59

7 51 40 67 52

6 35 27 46 36

5 30 23 39 30

4 24 18 32 24

TOP OTHER TOP OTHER

SIZE LENGTH, IN. LENGTH, IN.

BAR MIN. DEVELOPMENT MIN. CLASS B LAP

REINFORCEMENT EMBEDMENT AND SPLICE TABLE

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

SCALE: 1"=1" FULL SIZE

WELDS

B

C

D

E

F

G

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N

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D B

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C H

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D R

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N B

Y

D E

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D B

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M A

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D E

S C

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IP

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SHEET ID

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C T C

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A R

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IN

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®of Engineers

US Army Corps

B

M R

L D

-C

A D

S

H E

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C S

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SCALE: 3/8" = 1'-0"

PLAN - MOORING CELL

KEVEL

CHECKPOST

CHECKPOST

KEVEL

LIGHT STAND

CENTERLINE OF THE NAVIGATION CHANNEL.

THE CELL SHOULD BE ORIENTATED WITH THE CHECK POSTS AT 5° FROM THE 2.

DISTRICT.

REPRESENTATIVE OF THE OPERATIONS DIVISION OF THE ROCK ISLAND

CONTRACTOR, AS APPROVED BY THE CONTRACTING OFFICER AND A

EXACT LOCATION OF CELL IS TO BE DETERMINED IN THE FIELD BY THE 1.

GENERAL SHEET NOTES

4'0 2' 8'

ARMOR PLATE

NORTH

PLAN

(T R

A N S L A T E

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5°

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US Army Corps

B

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SCALE: 1/4" = 1'-0"

ELEVATION

SLOPESLOPE

ONE NAVIGATION LIGHT

KEVEL

TO BE PAINTED YELLOW

ALL CHECK POSTS AND KEVELS

PS 27.5

SHEET PILING

EXISTING OVERBURDEN MATERIAL

WELDED PLATE

(SEE NOTE 10)

F

IL

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EL 576.78

TOP OF CELL

EL 565.28

EL 564.28

IN THE SPECIFICATIONS

SEE HYDRAULIC INFORMATION

LOWER POOL VARIES

5'-0" MINIMUM

APPROX EL 544.28 ±

EL 568.28

A L L A

R M

O R P

L A

T E

S T

O B

E P

A

IN

T E

D G

R A

Y

CL

0 4' 8'2'

(NAVD88) AT THE EDGES. SURFACE SHALL HAVE A LIGHT BROOM FINISH.

CENTER OF THE CIRCULAR CELL SHALL BE EL 577.03 SLOPING TO EL 576.78 10.

EXCEED 150 DEGREES F).

CALCULATIONS SHOWING TOTAL INTERNAL TEMPERATURE DOES NOT

LARGE MASS CONCRETE PLACEMENTS AND CONTRACTOR MUST PROVIDE

HEIGHTS (FOR EXAMPLE LIFT HEIGHTS 6 FEET AND OVER ARE CONSIDERED

PROJECT CONCRETE PLACEMENT DEFINITIONS ARE DEPENDENT ON LIFT

CONCRETE PLACEMENT IS DEFINED IN THE SPECIFICATIONS. FOR THIS

OF PLACEMENT SHALL BE PLACED BY CONVENTIONAL METHODS IN THE DRY.

50° F OR LOWER. CONCRETE ABOVE 6" ABOVE THE WATER LINE AT THE TIME

SHALL NOT BE PLACED UNDERWATER WHEN THE WATER TEMPERATURE IS

REQUIREMENTS OF THE A.C.I. MANUAL OF CONCRETE PRACTICE. CONCRETE

TREMIE CONCRETE TO BE USED FOR CELL FILL MUST MEET THE 9.

ALL STEEL SHEET PILING SHALL BE FIRMLY PLACED ON THE BEDROCK.8.

OTHER APPROVED METHODS.

AND ALIGNMENTS. USE APPROPRIATE STEEL TEMPLATES, BRACING AND

PLACEMENT AND CURING OF CONCRETE, TO MAINTAIN REQUIRED POSITION

SECURE ALL STEEL SHEET PILING DURING INSTALLATION, AND DURING 7.

PROCEDURES INCLUDING TEMPLATES AND SUPPORTS FOR APPROVAL.

THE CONTRACTOR SHALL SUBMIT A COMPLETE SCHEDULE OF ERECTON 6.

CENTERLINE OF THE NAVIGATION CHANNEL.

THE CELL SHOULD BE ORIENTED WITH THE CHECK POSTS AT 85° FROM THE 5.

BEDROCK DETERMINED BY THE CONTRACTOR, PLUS EMBEDMENT.

ORDERING LENGTHS FOR PILES WILL BE BASED ON THE ELEVATION OF 4.

BEDROCK IN THE AREA OF THE CELL.

THE CONTRACTOR IS REQUIRED TO DETERMINE THE ELEVATION OF 3.

SPECIFICATIONS.

REQUIRED TO CLEAN THE AREA OF THE CELL AS DETAILED IN THE

AREA OF THE CELL. SEE BORING L14-00-1 AND L14-00-2. THE CONTRACTOR IS

CONTRACTOR IS TO REMOVE OVERBURDEN AND BEDROCK MATERIAL IN THE 2.

DISTRICT.

REPRESENTATIVE OF THE OPERATIONS DIVISION OF THE ROCK ISLAND

CONTRACTOR, AS APPROVED BY THE CONTRACTING OFFICER AND A

EXACT LOCATION OF CELL IS TO BE DETERMINED IN THE FIELD BY THE 1.

GENERAL SHEET NOTES

5'-0" MINIMUM

10'-0" WIDER THAN CELL

M

IN

IM

U M

TREMIE CONCRETE AFTER SHEET PILING INSTALLATION

PRIOR TO SHEET PILING. FILL EXCAVATED AREA WITH

5 FEET BELOW LOWEST SHALE ELEVATION

EXCAVATE SEDIMENT AND BEDROCK A MINIMUM OF

S-301

A10

S-301

A1

S-301

H1

S-302

H7

S-302

H1

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IN

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SECTION

A10

SCALE: 1/4" = 1'-0"

SECTION

H1

SECTION - REINFORCING PLAN @ EL 576.78

SCALE: 1/4" = 1'-0"

120°

0°

CHECK POSTS

CHECK POSTS

KEVEL

CHECK POST

WITH 4" OF CLEAR COVER

#6 @ 12 EACH WAY

DRAIN WITH A LIGHT BROOM FINISH

CONCRETE SHALL BE SLOPED TO

CHECK POST

30'-6 5/8" DIAMETER

30°

30°5°

5°

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

A

B

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S p e c if ic W o rk

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0 4' 8'2' 0 4' 8'2'

0 4' 8'2'

SECTO

R

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SECTOR A

S E

C T

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S-302

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CL

FLOW

CENTERLINE OF THE NAVIGATION CHANNEL.

THE CELL SHOULD BE ORIENTATED WITH THE CHECK POSTS AT 5° FROM THE 2.

DISTRICT.

REPRESENTATIVE OF THE OPERATIONS DIVISION OF THE ROCK ISLAND

CONTRACTOR, AS APPROVED BY THE CONTRACTING OFFICER AND A

EXACT LOCATION OF CELL IS TO BE DETERMINED IN THE FIELD BY THE 1.

GENERAL SHEET NOTES

S-501

A8

S-501

A8

S-501

A8

B

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D

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F

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SCALE: 3/4" = 1'-0"

SECTION

A10

SCALE: 3/4" = 1'-0"

SECTION

H1

SECTION

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

2'0 1' 4' 2'0 1' 4'

1' 2'0 6"

3'-0"

" 2" H

OLE

1'-6" RL6x6x1/2

3/8

PL 3/4"

L6x6x1/2

10"

R

/4

R

L6x6x1/2

1 1/2 "

3"

/4 " O

V E

R H

A

F T

O P P

L A T E

3'-0"

1'-6"

PL 3/4"

3/8

5/16

5/16

10"

3/4"x8" STUD

STEEL SHEET PILING

WELDED PLATE

FILLER PLATE

EL 565.28

EL 564.28

H7

SECTION

SCALE: 1 1/2" = 1'-0" 1' 2'0 6" H13

SECTION

SCALE: NTS

A N

S I

D

S O

L

IC

IT

A T

IO

N

D O

W N

S T

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A M M

O O

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IN

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C

K E

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C

D E

L O

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L D

B

B O

Y D

S T

FILLER PLATE

FILLER PLATE

ARMOR PLATE

EL 565.28

(EVERY FOURTH PILE)

EVERY CONVEXED PILE

AND BOLTED CONNECTION

PLACE BEARING PLATE

PL3/4x3x6

BEARING PLATE

STEEL SHEET PILING

FILLER PLATE

EL 576.78

STEEL SHEET PILING

EL 564.28

WELDED PLATE

SHIM AS REQUIRED

S-510 OR S-511 FOR BOLT SPACING.

FLUSH AFTER ERECTION. SEE A1 ON

AND PLUG WELD PLATE AND GRIND

UP WITH SHEET PILES, REMOVE BOLTS

1" ASTM A325 BOLTS USED TO LINE

/8 " 6

5/16

SHEET KEYNOTES

ALLOWING CONCRETE PLACEMENT.

FILLER PLATE IS NOT STRUCTURAL. JUST ONE METHOD TO SEAL GAPS 2.

PLACEMENT, REMOVE AFTERWARDS.

1 1/2" THREADED ROD TO SUPPORT LOWER CHECK POST DURING CONCRETE 1.

STUD SPACING DETAILS

SHEET S-510 FOR

SEE DETAIL A1 ON

SEE NOTE 1 ON SHEET S-501

R 6"

S-302

H13

S-302

A10

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

S O

L

IC

IT

A

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N N

O

IS

S

U E

D A

T E

S I Z

E

M A

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D E

S C

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IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

T O

C /I

D

IQ

C O

N T

R A

C T

N O

U .S

A

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Y C

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P S

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E N

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IN

E E

R S

®of Engineers

US Army Corps

S p e c if ic W o rk

\B

M R

L D

\B

M R

L D

-C A

D

S H

E E

T -2

-0

-1

-S

-3

.d g n

D S

A

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S

C R

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N .d s c ri p t

P D

A

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p lt c fg

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/T

IM

E

-A U

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:1

N J O

N

M O

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D C

H E

C K

P O

S T

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C E

S S

S E

C T

IO

N

S-303

C

K E

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C D

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O

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R L

D

B

B O

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S T

S I

D

S O

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IC

IT

A

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IO

N

D O

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A M

M O

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IN

G

C E

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IA

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IS

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IP

P I

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IN

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/0

C K

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L A

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IL

L

IN

C K

I S

L A

N D

D

IS

T R

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

SECTION

A10

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

PLAN

CHECK POST

REINFORCING

CHECK POST

1'-6"

0 2' 4'1'

5°

20°

20° 5°

KEVEL

CHECK POST

KEVEL

CHECK POST

0 2' 4'1'

CENTERLINE OF THE NAVIGATION CHANNEL.

THE CELL SHOULD BE ORIENTATED WITH THE CHECK POSTS AT 5° FROM THE 2.

DISTRICT.

REPRESENTATIVE OF THE OPERATIONS DIVISION OF THE ROCK ISLAND

CONTRACTOR, AS APPROVED BY THE CONTRACTING OFFICER AND A

EXACT LOCATION OF CELL IS TO BE DETERMINED IN THE FIELD BY THE 1.

GENERAL SHEET NOTES

(P A

R A

L L

E L

T O

N A

V

IG

A T

IO

N

C H

A N

N E

L C

C O

F M

O O

R

IN

G C

E L

L L

L

S-303

H1

S-303

A1

S-303

A10

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

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K E

D B

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D R

A W

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D E

S

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S O

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A T

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N N

O

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S

U E D

A T

E

S

IZ

E

M A

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D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

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M A

T O

C /I

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C

O N

T R

A C

T N

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U .S

A R

M Y C

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P S O

F E

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IN

E E

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®of Engineers

US Army Corps

B

M R

L D

-C

A D

S

H E

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-0

-1

-S -5

.d g n

D S

A E

C S

C R

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N .d s c ri p t

P D

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N J

O N

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E D P

L A

T E

D E

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IL

S-501

C

K E

Y S

C

D E

L O

M R

L D

B

B O

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S T

S I

D

S O

L

IC

IT

A T

IO

N

D O

W N

S T

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A M M

O O

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IN

G C

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P L E

A S

A N

T V

A L L E

Y

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

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IV

E R B

A S

IN

W E

K

B

/0

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

SCALE: 3" = 1'-0"

DETAIL

A8

SCALE: 6" = 1'-0"

DETAIL

10"

2"

6" R

STUDS

CONCRETE

3/4"x8"

1/4 "

6"0 3" 1' A14

SCALE: 6" = 1'-0"

DETAIL

22.5°

1 1/8"Ø HOLE

3/4" PL

3/4" PL

6"0 3" 1' 3"0 6"1-1/2"

LINE UP PLATES

1" BOLT USE TO

GRIND FLUSH

GROOVE WELD PLATE AND

COMPLETE PENETRATION

3"0 6"1-1/2"

2"2" 4"

PL 1/2" x 8" BACKING BAR

COMPLETE PENETRATION

DETAIL

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

COMPLETE PENETRATION

1/4 "

22.5°

SHEET KEYNOTES

WILL NEED TO BE GROUND FLUSH WITH EXTERIOR SURFACE OF ARMOR.

OR OTHER SIMILAR MULTI-PART FABRICATIONS. OUTSIDE RADIUS WELDS

12" DIAMETER PIPE CUT TO RADIUS OR INCREASE THE BEND RADIUS TO 9"

IF NECESSARY TO MAKE CORNER BEND (6" RADIUS) CONTRACTOR MAY USE 1.

A-302

H7

H8

J O

N

S T

S A

N D

K E

V E

L

D E

T A

IL

S-502

C

K E

Y S

C D

E L

O

M

R L

D

B

B O

Y D

S T

S I

D

S O

L

IC

IT

A

T

IO

N

D O

W N

S T

R E

A M

M O

O R

IN

G

C E

L L

P L

E A

S A

N T

V A

L L

E Y

IA

L O

C K

A N

D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R

B A

S

IN

W

E K

B

/0

C K

I S

L A

N D

IL

L

IN

C K

I S

L A

N D

D

IS

T R

GROUT

THREADED ROD AND NUTS

5/8" CORROSION RESISTANT

PL 1"x5"

FILL WITH NON-SHRINK GROUT

FILL WITH NON-SHRINK GROUT

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

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S U

B M

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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

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

P R

O J E

C T

C O

D E

M A

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C /I

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C O

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R A

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U .S

A

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P S

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IN

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®of Engineers

US Army Corps

S p e c if ic W o rk

\B

M R

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S H

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S c re e n

F u ll

S iz e .d s c ri p t

P D

A

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:4

:4

P

M

/1 /2

A1

DETAIL - LIGHT STAND MOUNTING

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

TOP OF CELL

A7

DETAIL - CHECK POST

SCALE: 3/4"=1'-0"

A14

DETAIL - KEVEL

SCALE: 3/4"=1'-0" 2'0 1' 4'2'0 1' 4'

S-513-A11

S-513-A1 S-512-J1

S-512-A11

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

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K E

D B

Y

D R

A W

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D E

S

IG

N E

D B

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S O

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IC

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N N

O

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S

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A T

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S

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M A

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SHEET ID

C O

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N O

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C T C

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M A

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C

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A C

T N

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U .S

A R

M Y C

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IN

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®of Engineers

US Army Corps

B

M R

L D

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A D

S

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-0

-1

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A E

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C R

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N .d s c ri p t

P D

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N J

O N

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E D P

L A

T E

D E

T A

IL

S-510

C

K E

Y S

C

D E

L O

M R

L D

B

B O

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S T

S I

D

S O

L

IC

IT

A T

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N

D O

W N

S T

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A M M

O O

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IN

G C

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P L E

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A N

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IA

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C K I S

L A

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IL

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IN

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IS

C K I S

L A

N D D

IS

T R

WELDED PLATE STUD LAYOUT

3/4" PL

S

P A

C E

S

15 SPACES @ 2'-0" = 30'-0"

3/4"x8" CONCRETE STUDS

120°

0 2' 4'1'

CL

?ASTM A36?WELDED STUD PLATE1S-510-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

NO BACKING BAR SIDE

BACKING BAR SIDE

HOLES ALIGNED WITH STUDS

BACKERPLATE WITH BOLT HOLES;

S-501

H1

S-501

H1

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

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K E

D B

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D R

A W

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S

IG

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D B

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N N

O

IS

S

U E D

A T

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S

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IP

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A T

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SHEET ID

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N T

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N O

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C T C

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M A

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C /I

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C

O N

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A C

T N

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U .S

A R

M Y C

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P S O

F E

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IN

E E

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®of Engineers

US Army Corps

B

M R

L D

-C

A D

S

H E

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-0

-1

-S -5

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D S

A E

C S

C R

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N .d s c ri p t

P D

D A

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N J

O N

S T R

E C

E S

S W

E L

D E

D P

L A

T E

D E

T A

IL

S-511

C

K E

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C

D E

L O

M R

L D

B

B O

Y D

S T

S I

D

S O

L

IC

IT

A T

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N

D O

W N

S T

R E

A M M

O O

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IN

G C

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P L E

A S

A N

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A L L E

Y

IA

L O

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S

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S

IP

P I

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IV

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A S

IN

W E

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C K I S

L A

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IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

WELDED PLATE STUD LAYOUT

3/4" PL

S

P A

C E

S

15 SPACES @ 2'-0" = 30'-0" (CONCRETE STUDS)

3/4"x8" CONCRETE STUDS

120°

0 2' 4'1'

CL

ASTM A36WELDED STUD PLATE

1 OPP HAND

1 AS SHOWN

S-511-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

NO BACKING BAR SIDE

BACKING BAR SIDE

HOLES ALIGNED WITH STUDS

BACKERPLATE WITH BOLT HOLES;

S-302

A1

S-501

A1

S-501

H1

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

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S O

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IC

IT

A T

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N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

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D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

E

M A

T O

C /I

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IQ

C

O N

T R

A C

T N

O

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

B

M R

L D

-C

A D

S

H E

E T -2

-0

-1

-S -5

.d g n

D S

A E

C S

C R

E E

N .d s c ri p t

P D

D A

T E /T

IM

E -A

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V E

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N D C

H E

C K

P O

S T

D E

T A

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S-512

C

K E

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C

D E

L O

M R

L D

B

B O

Y D

S T

S I

D

S O

L

IC

IT

A T

IO

N

D O

W N

S T

R E

A M M

O O

R

IN

G C

E L L

P L E

A S

A N

T V

A L L E

Y

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

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A S

IN

W E

K

B

/0

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

ELEVATION END VIEW

1' 2'0 6"

PLAN

J1

DETAIL - CHECK POST

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

OF TOP PLATE)

(ALL SURFACES

1'-4" 1'-4"1'-8"

4'-4"

2"

R

2"

R

1"

R

R

1'-4 3/4 "

9"9"

1" R

Ø 2" GROUT HOLE

1" RADIUS TOP AND BOTTOM

Ø 12" STEEL PLATE WITH

ASTM 519 GRADE 4130 SR

1" WALL THICKNESS

8 3/8" OD STEEL TUBING

CHECKPOST FOR #10 BAR

DRILL Ø 1 1/2" HOLES THRU

FOR TUBULAR CONNECTIONS.

PJP. FULL PENETRATION. 100% MT. USE AWS D1.1 ACCEPTANCE CRITERIA 2.

BAR A ORIENTATION SHOWN. BAR B OPPOSITE HAND.1.

GENERAL SHEET NOTES

S-501-A1

SCALE: 1"=1'-0"

0 1' 2'6"

/8

1/

R

3'-1 3/8 "

1'-9"

/8

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

S-501-A6 A6

Ø 2" GROUT HOLE

ASTM 519 GRADE 4130 SR

1" WALL THICKNESS

8 3/8" OD STEEL TUBING

FOR #10 BAR

THRU CHECKPOST

DRILL Ø 1 1/2" HOLES

A12

DETAIL - CHECK POST

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

/4

/4

1'-9"

/4

3'-1 3/8 "

1/

R

/4

4 1/2 " R

ASTM A519 GRADE 4130 SRCHECKPOST4S-512-J1

ASTM A519 GRADE 4130 SRKEVEL2S-512-A12

ASTM A615 GRADE 60KEVEL ANCHORAGE6 REQ'D PER KEVELS-512-A6

ASTM A615 GRADE 60CHECKPOST ANCHORAGE6 REQ'D PER CHECKPOSTS-512-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

CL CL

FULL PENETRATION

AWS D1.1

SEE NOTE 2

FULL PENETRATION

AWS D1.1

SEE NOTE 2

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

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

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

E

M A

T O

C /I

D

IQ

C

O N

T R

A C

T N

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

B

M R

L D

-C

A D

S

H E

E T -2

-0

-1

-S -5

.d g n

D S

A E

C S

C R

E E

N .d s c ri p t

P D

D A

T E /T

IM

E -A

U G -2

:3

N J

O N

IG

H T S

T A

N D

D E

T A

IL

S-513

C

K E

Y S

C

D E

L O

M R

L D

B

B O

Y D

S T

S I

D

S O

L

IC

IT

A T

IO

N

D O

W N

S T

R E

A M M

O O

R

IN

G C

E L L

P L E

A S

A N

T V

A L L E

Y

IA

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

W E

K

B

/0

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

DETAIL - LIGHT STAND

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

3/4" Ø HOLE

ELEVATION END VIEW

PL 3/4"X14X1'-2"

/2

/2

1 1/2 "11"1 1/2 "

W8X31

1/4"

7"7"

1/4"

/2

DIPPED GALVANIZED STEEL.

ALL ANCHOR BOLTS, MOUNTING BOLTS, WASHERS, AND NUTS MUST BE HOT 3.

ASSEMBLY.

HOT-DIP ENTIRE FABRICATED STEEL STAND AFTER COMPLETING ITS 2.

ALL STEEL SHALL BE ASTM A36 UNLESS OTHERWISE NOTED.1.

GENERAL SHEET NOTES

A11

SECTION - LIGHT STAND BASE

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

S-513

A11

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CHECKPOST

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LIGHT STAND

3 4

SHEET KEYNOTES

POSSIBLE TO DETER VANDILISM.

COMPLETED TERMINATION. CONCEAL THE COPPER CONDUCTOR AS BEST AS

CELL STEEL SHEET PILE. PROVIDE AND APPLY NO-OXIDE COMPOUND TO

2/0 AWG BARE STRANDED COPPER GROUNDING CONDUCTOR TO MOORING

PROVIDE EXOTHEMIC WELD OR COMPRESSION TYPE BOLT TERMINATION OF 4.

CONCEALED HORIZONTALLY TO THE MOORING CELL STEEL SHEET PILE.

STRUCTURAL STEEL STAND BASE PLATE ROUTED BURIED, EMBEDDED, OR

PROVIDE 2/0 AWG BARE STRANDED COPPER GROUNDING CONDUCTOR FROM 3.

POSSIBLE TO DETER VANDALISM.

COMPLETED TERMINATION. CONCEAL THE COPPER CONDUCTOR AS BEST AS

STAND BASE PLATE. PROVIDE AND APPLY NO-OXIDE COMPOUND TO

2/0 AWG BARE STRANDED COPPER GROUNDING CONDUCTOR TO STEEL

PROVIDE EXOTHEMIC WELD OR COMPRESSION TYPE BOLT TERMINATION OF 2.

STRUCTURAL STEEL STAND.

PROVIDE ONE MARINE NAVIGATION LIGHT FIXTURE ATOP NEW FABRICATED 1.

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A11

DETAIL - LIGHT STAND AND LIGHT

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

ELEVATION END VIEW

ON THIS SHEET

LIGHT FIXTURE. SEE DETAIL A10

SOLAR POWERED NAVIGATION

SHEET KEYNOTES

FIXTURE TO THE STEEL STAND.

GALVANIZED MOUNTING BOLTS AND HARDWARE TO SECURE THE LIGHT

STRUCTURAL STEEL SUPPORT SURFACES. PROVIDE HOT-DIPPED

COMPOUND TO ALL FIELD DRILLED, CUT, OR SCRATCHED (MARRED)

THE ACTUAL LIGHT FIXTURE PROVIDED. APPLY COLD-GALVINIZING

PROVIDE MOUNTING HOLES IN SPECIFIC CUSTOM LOCATIONS TO FACILITATE 2.

MAINTENANCE INSTRUCTIONS AS NECESSARY AND AVAILABLE

• PROVIDE PRODUCT INFORMATION INCLUDING OPERATION AND PERIODIC

• ALSO SEE TECHNICAL SPECIFICATIONS SECTION 26 56 00

WITHOUT RECHARGING SUNLIGHT

MANUFACTURER TO PROVIDE NOT LESS THAN THREE (3) DAYS OPERATION

• BATTERIES: NIMH TYPE. AMP-HOURS SIZED AND DETERMINED BY

• MATERIALS: NON-FERROUS METALS AND UV STABILIZED POLYCARBONATE

• ANTI-WILDLIFE OR ANTI-BIRD SPIKE: INTEGRAL BY MANUFACTURER

• SURGE PROTECTION: INTEGRAL PROVIDED BY MANUFACTURER

• CONTROL: INTERGRAL DUSK ON-TO-DAWN OFF BY MANUFACTURER

OF 360 DEGREES

• VISIBLE RANGE: 2 NAUTICAL MILES (NM) MINIMUM IN HORIZONTAL OUTPUT

• FLASHING: CONTINOUS, A.K.A. NO FLASHING

• COLOR: RED COLOR LIGHT

• ENVIROMENT RATING: IP68 (NEMA 4X) OR BETTER

PANEL AND BATTERY(IES)

• POWER SOURCE: INTEGRAL SOLAR POWERED WITH INTEGRAL SOLAR

LIGHT WITH THE FOLLOWING REQUIREMENTS:

PROVIDE ONE NEW STAND-ALONE, LED STYLE, SOLAR MARINE NAVIGATION 1.

/2

/8

ELEVATION

PLAN

BOLTS AND NUTS

USE 1/4" CRES

ON A 5.89" B.C.

EQUALLY SPACED

3 x 9/32" Ø THRU, FEATURE INTEGRAL TO FIXTURE

ANTI-BIRD / ANTI-WILDLIFE SPIKE

A10

DETAIL - LIGHT

SCALE: 6"=1'-0"

5 1/4 "

/4

3"0 6"1-1/2"

7" Ø

SEE DETAIL A1 ON SHEET S-513

STRUCTURAL STEEL LIGHT STAND.