a guide to barging operations

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    BARGING

    PERATIONS

    G

    1 1 / 0 5

    PAGE

    1

    OF 18

    REV.02

    A

    GUIDE

    to

    BARGING

    PERATIONS

    Revision

    02)

    Date

    Authorised

    Engineer

    Signature

    PREPARED

    Y

    14t10t08

    A. Anderson

    CHECKED

    Y

    D.

    Lee

    APPROVED

    Y FWEL

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    BARGING

    PERATIONS

    G 1 1 1 0 s

    PAGE 2

    OF18

    REV. 2

    DOCUMENT

    EVISIONS

    FWEL

    Rev

    No

    Date

    Revised

    Descriotion

    of Chanqe

    Prepared

    Bv

    0 04-07-2007

    lssuedor

    Comment

    A. Anderson

    1 16-01-08 BargeOperationncluded A. Anderson

    2

    14-10-08

    BallastCalculations

    ncluded

    A" Anderson

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    BARGING

    PERATIONS

    G 1 1 / 5

    PAGE 3

    OF

    18

    REV. 2

    CONTENTS

    1. Purpose

    2.

    Scope

    3.

    Reference ocuments

    4. Barges

    5. BargeBallasting uringRo Ro

    Operations

    6. BallastCalculations

    7. LoadoutControl

    8. LoadoutOperations

    9. Liftingoff a bargeusing

    a

    land

    based

    rane

    10. Constructionetty

    11. Weather

    12. NobleDenton

    Requirements

    13.

    Attachments

    '1.

    CheckList

    2. BallastCalculation

    ummary

    3.

    Moorings

    End

    On"

    example

    4. Example f a Construction etty

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    BARGING

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    PAGE 4 OF18

    REV.02

    1 .

    Purpose.

    The

    purpose

    f

    hisdocuments o define

    sing Barge or Marine

    Transport perationsutlining

    ypes f Barges, afemethods

    f use,

    Selectionnd he

    equired

    onstruction

    etty.

    Scope

    All Barging perations

    arried ut n he

    UKandabroad.

    Reference ocuments

    Barge oad uVLoad n

    Operation EN/G12101

    Attachment

    o.l)

    Barges

    (Selection

    f Barges)

    4.1

    The

    ypeof cargo o

    transport

    4.2 The

    seaor nlandwatenruay

    4.3 The oading nd

    offloadingacility

    4.4 The oading/offloading

    ethod

    4.5 Bargeype/class

    4.6 General arge nformation

    4.7 BargeHandling

    Bargeballasting

    uringRO RO

    operations

    5.1 Usinghe ide o assistn he oadingperation

    5.2 Portable

    umps

    6. BallastGalculations

    Loadout

    Control

    Loadout

    Operation

    8.1 Floating oadout

    8.2

    Grounded oadout

    Lifting

    off

    a

    barge using

    a land based

    crane

    Construction

    Jetty

    10.1 Moorings

    10.2 Loadout

    Ramps

    and Removal

    f sea astening

    11. Weather

    12.

    NobleDentonRequirements

    12.1

    Class f oadout

    12.2 Pumping

    ndballasting

    12.3 Trailer

    ropulsion

    ystems

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    2.

    3.

    4.

    5.

    7.

    8 .

    9.

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    18

    REV.02

    4.0

    Barqes

    Selection f Barges

    4.1 Type

    of cargo o transport

    Pre

    Assembled acks

    PAR,s),

    reAssemble

    nits

    PAU,s),

    etro

    Chemical

    vessels tc.

    Selecting

    bargeo carry ne

    or more nitst s mportant

    o have

    ufficient

    pace nd

    he

    correctdeck oading.

    On a standardNorthSea barge

    he deck oading

    s 10 Tonne

    per

    square

    metre

    Examplesof

    deck and

    ground

    loadings

    Loading 1000

    Tonneunit ncluding

    he rai ler elfweight,

    he

    ground

    oadings

    about8.5

    Tonne

    A 500Tonne

    unitabout4 Tonne

    per

    squaremetre,

    with

    smaller nits

    depending

    n the

    number

    of axles educed

    own

    o 3 Tonne

    per

    squaremetre.

    Additional

    pace

    shouldbe allowed

    o manoeuvre

    ll he transportation

    xlesonto

    he barge

    before he unit s offloaded nto he sea fastening.

    This

    additionalpace

    should lso

    al low he

    rai lerso

    clear he inkbeam

    amp.

    4.2 The

    sea or inland

    waterway

    route

    When

    electing bargeor

    a seavoyage

    onsideration

    ust

    be

    given

    o theN.D.A.

    ules

    which

    tate

    hatsmall arges less

    han

    76 Metres

    .O.A. r

    23 Metre

    eam willhave

    a

    greater

    equirement

    or

    sea astening

    han arger

    arges.

    4.3

    The loading

    and

    off

    -

    loading

    acil i ty

    Theheight

    f he

    quay

    above he ow

    watermark

    s critical

    n deciding

    he

    sizeof he

    barge.

    A

    standardoad out

    or

    oad

    in

    operation ill

    equire

    period

    f about

    wohourswhere

    thebarge

    eck s evel ith

    he

    quay,

    norder

    o ranship

    heunit.

    This

    period

    ill

    of course ary

    with

    maller r arger

    hannormal

    nits.

    The arger

    hedepth

    f he barge,

    he more

    ime t will

    be above

    he

    quay.

    In most

    cases f

    hebarge an

    not emain

    bove

    he

    quay

    or

    at east

    wohours

    hen t s

    unsuitableor

    heoperation.

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    BARGING

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    6 OF 18

    REV.02

    4.4 The oadinq/off

    oadinq

    method

    The oading/offoading

    method

    anbe n most

    cases

    ividednto

    wo ypes,

    Skidding r

    Multi-Wheel.

    With

    a skidding perationt s necessary

    o havea very

    arge perating

    indow.

    Themodules

    removed y hydraulic

    acks

    or winches

    ndmove

    quite

    low.

    Unless

    he barge s

    grounded

    evel

    with

    he

    quay

    a larger

    izeof

    barge

    will

    be required

    o

    maximise

    he imeavailable

    o complete

    heoperation.

    Multi-Wheel

    perations ould

    equire

    t

    east

    he

    wohourwindow

    4.5 Barge vpe/class

    Barges

    ormally sed or

    oadout ork

    are he

    "Dumb

    Barge"

    ypewith

    a flat

    opendeck.

    They

    redividedongitudinally

    nd

    ransversely

    nto

    anks.

    These anksare

    used or ballasting

    uring

    he oading

    peration

    nd or

    rimming

    he barge

    into

    a sea

    going

    ondition.

    Thebarges

    reclassifiedy various

    lassification

    ocieties

    g Lloyds, .N.V.

    tc.

    An

    example f various

    izes f barges

    s

    shown n he next

    page.

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    7 OF18

    REV.

    02

    4.6 GeneralBarge nformation

    Barge Name

    Leneth width

    Depth

    Lightshin

    Drausht

    T P

    c Deadweisht

    Saipem 45

    180.0

    42.0

    13.30

    2.62

    H 1 1 0

    Giant3

    140.0

    36.0

    8.50

    Boabarge

    122.45

    30.5

    7.60

    Esprit

    120.0 40.0

    7.50

    F P S 100

    100.65

    27.5

    6.1 I

    Fels 0

    100.6

    29.2

    5.88

    AMT

    Traveller

    91.82 27.50

    6.10

    AMT

    Explorer

    91.72

    30.75

    6.18

    Sophie

    91.44 30.48

    7

    62

    G A C

    81

    85.5 2r .96

    4.98

    G A C 63 76.0 20.0 5.00

    Intermac

    58

    73.5

    22.05

    5.28

    Barge

    40

    73.5

    24.30

    4.87

    Safa 42

    70.23

    21.95

    5.26

    G A

    C 61

    64.0 19.2

    4.26

    Project

    rader

    62.94

    18.30

    4.41

    G T O - 5

    6 1 . 0

    1 8 . 3 0

    4 . 4 1

    G A

    C

    -

    185

    54.86 15.24

    4.27

    E 1201

    50.04

    I 1.06

    3.00

    Notes

    Deadweight

    =

    The

    Maximum

    weight

    of cargo he

    barge

    can carry

    Lightship

    Draught

    :

    The

    draught he

    barge

    sails at when

    empty

    T P

    C

    :

    Tons

    per

    centimetre

    mmersion

    The

    weight required

    o

    sink he

    barge

    one centimetre

    160.0 42.0

    11.73

    1.50

    1 . 7

    0.68

    0.87

    0.78

    0.96

    0.83

    0.73

    0.75

    0.70

    0.50

    0.90

    0.67

    1 . 1 1

    0.83

    0.88

    0.56

    1.40

    1 . 3 7

    7

    5.0 48,000

    67.0 40,596

    46.0

    24,000

    37.0 15,550

    43.0

    16,191

    28.0 I

    1,984

    29.0

    10,732

    24"0

    9,779

    27.0

    13,990

    27.5

    74,340

    17.7

    5,550

    14.0 4,777

    1 5 . 5

    5 , 1 9 5

    17.0

    5,400

    16.0

    5,209

    12.30

    3,766

    10.0

    2,659

    1 1 . 0

    3 , 0 7 1

    8.0 2,150

    5.4

    1,000

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    9 OF 18

    REV.

    02

    5.2

    Portable

    ballast

    numos

    Ballast

    pumps

    are either

    electricor diesel

    and must be testedat the atest

    one day

    before a loadout

    operation s carriedout.

    With electric

    pumps

    heremust

    be two independent

    lectricsupplies. N.D.A.

    Rules

    Diesel

    pumps

    shouldbe full

    of fuel and oil levels

    checked.

    The

    pumps

    shouldbe tested o

    the satisfaction f the

    Warranty Surveyor

    and f necessary

    atedby

    pumping

    nto a ballast

    ank with a known

    capacity.

    Portable ing main

    pumping

    systemsmust

    also be testedas above.

    6.0 BallastCalculations

    Before a loadout s undertaken

    t is necessary

    o

    prove

    mathematically

    hat t

    can be achieved"

    Thesecalculations houldbe in

    a format hat he Barge

    Engineer

    and he Ballast

    crew can follow.

    The recognisedway to

    produce

    hese

    calculationss to

    carry hem out in "Stages"

    of

    operation.

    Each "stage" epresents setmovementeitheronto or off the barge

    For

    example 6 axles

    onto or off

    the Barge

    Distance

    moved

    9 Metres

    At each

    sf4gs"

    he calculation

    are made or;

    a)

    b)

    c)

    d)

    Weight increase

    Decrease

    Ballastwater pumped

    into or

    out of each ank

    )

    Tide Rise Fall

    Time interval

    The calculation s madeso hat thebargewill remain evel at all times.

    This includes he Pre

    Ballast calculation

    necessary

    o have

    he barge evel

    at the

    startof

    the

    operation.

    These

    calculations are made

    nto

    a

    "Ballasting

    Procedure"

    booklet for approval

    from

    a warranty

    surveyor.

    SeeAttachment No.

    2.1-2.9

    o'Barge

    Ballasting Summary"

    This is

    an example or a Load-Off

    operationof a 1300

    Tonne Reactor.

    The

    calculations re

    presented

    n

    a diagram orm

    to allow an

    easyunderstanding

    fthe

    ballasting

    operation o be followed

    by the

    ballastingengineer

    nd crew.

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    1OOF 18

    REV. 02

    7.0 Loadout Control

    To control a loadout the

    following information

    is necessary -

    .

    Tidal nformation

    Bargehydrostatics.

    tankcapacities

    tc.

    Typeof ransportation

    Skid

    or

    Multi

    Wheel

    Centreineof travel n relationo thebarge ie.PorUStarboard

    Speed f movement

    ntobarge

    Ballast

    umps.

    number

    f,

    position

    n barge,

    umping

    ates

    tc.

    Barges ttitude ith

    quay

    Barges ttitude eel/Trim

    The oadoutscontrolled

    y

    pumping

    ater

    ballast

    o controlhe ncrease

    f

    Heel Trim

    aused

    y hecargomoving

    nto he

    barge. rising

    ide s used

    (

    where

    ossible

    )

    to minimise

    hecorrection

    allastequired

    or

    sinkage.

    The operation

    s calculated

    athematically

    n

    "Stages"

    every

    5m etc

    )

    but

    n

    practice

    he

    controls

    developed

    y stopping

    ndstartinghe

    movement

    f the

    cargo, nto

    he barge.

    Duringhis

    period

    allast i l l

    continue

    o be

    pumped

    o

    corrector

    he Heel Trim

    andsinkage

    f he barge.

    The movement

    ill not

    continue ntil he bargesattitude as beencorrected

    using

    he

    water

    ballast

    o accept

    furtherncrease

    n weight.

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    OF18

    REV.02

    8.0 LoadoutOperations

    8.1 Floatinq oadout

    Operation FWEL

    MinimumRequirements

    1.

    Qualified

    Barge

    Masted'

    o

    controlheoperationsing

    pproved

    FWEL)

    Method

    Statements,allast alculations

    nda crew o

    operatehe Ballast umps

    2. Ballast umps uppliedn

    accordanceithNoble

    Denton

    Ballast

    equirements"

    3. Barge upplied

    o

    have

    urrent

    ertification,

    Lloyds,

    ureau

    eritas

    tc.

    4. Barge o be securely oored

    ndon

    Sideon withallropes

    ightbefore

    he

    operationommences.

    5.

    "Jetty

    or heoperation"

    ound

    onstruction

    etty

    with

    provision

    o

    give

    a

    ground

    loading inimumf 10

    on

    per

    squaremetre.

    dequate ooring

    ollards

    6. Linkbeam

    o

    be hinged

    y

    pins

    itted

    o heend

    of hebarge.

    7. One ug o beavailable

    uringheoperation

    o assistn

    pushing

    he

    barge gainst

    the

    etty.

    8. Minimumepth

    f

    water

    uring

    heoperations

    1 metre elow

    hebarge eel.

    Barge evelwith

    he

    quay

    at hestart

    of he oad-out

    peration.

    The ink

    beamhasa

    positive

    ngle

    o the barge

    rising pwards)

    TheLinkbeams orbridging eams) resecuredo the barge.

    Spare allast

    ump

    oses

    an

    beseen

    n hedeck.

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    REV.02

    8.2 Grounded oeration

    FWEL

    Minimum

    Requirements)

    Qualified

    Barge

    Maste/'to

    ontrolhe

    operationsing pproved WELMethod

    Statements,allast alculations

    ndcrew o operatehe Ballast umps.

    Ballast

    umps

    o enable

    he bargeo be

    grounded

    nd e-floated

    n a

    given

    ime

    oeriod.

    3. Sound

    etty

    or extendedink

    beamso relieve

    he

    weight

    n he

    etty

    edge.

    4. Thebarge

    o

    be

    securely oored efore

    he

    grounding

    peration

    5. Theseabedunder he

    bargeo be surveyed

    ndmadeas evel

    s

    necessary.

    6.

    Theheight

    f he

    etty

    Load-out

    rea"

    rom he

    "Sea

    Bed"

    mustbe equal

    o thedepth

    of he barge.

    9.0 Liftinq Off a Barqe bv

    Crane

    Theshore ranemust

    bewithin

    0%of chart apacity

    Prioro he ift he

    bargemust

    e

    evel

    e noheel

    r r im

    The

    bargemust otbe olling

    Thecranehookmustbe plumbedertical ver hecog

    of hevessel/module

    o be

    lifted nd

    he

    moorings

    djusted

    o hat

    hecrane iftswithout

    ny ateral

    movement.

    All

    sea

    astening

    ust

    be removedrom

    he ModuleA/essel

    o

    be ifted,

    prior

    o the

    tift.

    lf necessary

    he barge rim/heel

    hould

    e adjusted ith

    ballast

    umps

    uring

    he

    lifting peration

    1 .

    2.

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    OF

    18

    REV.02

    10.0 Construction etty

    Theconstruction

    etty

    should e

    designed here

    possible

    o

    allow asyaccessor multi-

    wheeledrailers ndheavy ift

    craneso the barge.

    The

    Ground

    oadingor he

    etty

    hould e madewhen

    ossible

    t a minimum

    f

    10

    onne

    per

    squaremetre or heavy ransportation

    nd20 onne

    per

    square

    metre

    where

    ranes

    will

    assist ith he oading/unloading

    Fendersitted n

    he

    etty

    ace.(

    NoteFenders

    esignedo heydo not

    prevent

    he barge o

    rise

    and

    allnaturaly ith he

    idal

    ange.)

    The

    quay

    height orked ut

    o accommodate

    he bargeshatwilluse t withTidal

    anges,

    storm urges tc aken ntoaccount.

    Thought

    hould lsobe

    given

    orsmaller arges

    hatuseonly ranes

    o

    oad

    ndunload.

    (SeeAttachmentNo.4)

    10.1 Load out Ramps& The removal

    f SeaFasteninq

    The oad-outamps

    nd

    emoval

    f

    sea

    astening

    reon he

    critical

    ath

    of any oad-out

    operation.

    It s necessaryo have

    he

    oad-out

    amps

    ttachedo the barge for

    security

    prior

    o the

    operationo allow he multi-wheel

    ransportation,ccess

    nto hebarge"

    Releasing

    hesea

    astening,

    gain or

    access f transportation

    f heSPMT's

    nd inal

    removal f hecargohas

    o be completedn

    a clean ndefficient

    anner.

    With

    bargeshatcontainmultiple

    tructureso be off-loadedt s necessary

    o havea crew

    working

    head

    eleasing

    hesea astening,

    o

    hat here

    s

    no delay n

    heoverall ff-loading

    procedure.

    As hisoperations verymuch nfluencedy he ransportationontractort wouldbe prudent

    to ncludehis n his

    scope f

    work.

    The

    oad-outamps NOTPLATES)

    hould

    eused

    ependingn he

    quay.

    heminimum

    standard

    ize

    will

    be 6.0m 1.5m

    0.27mwhich

    anbe used ut

    he

    ength

    i l lvary

    o suit

    differentonditions.

    The oad-out

    ampsmustbe

    attachedo

    thebarge y a hinged

    late,

    inned

    ndwithsteel

    /wooden edgesrom he

    barge nd

    onto he

    quay.

    10.2 Moorings

    Adequate ooring

    ollards

    hould e itted

    n heshore ine

    andalsoon

    he construction

    jetty

    o takeoutall

    anticipatedoadout

    orces,idal

    current ndwind

    effect.

    Bargeshatwillbe moored ndon o a ettyexposedo theopen eashould avemooring

    bollards

    ith50 onne

    bollard

    ull"

    where

    argesn

    enclosed reaswould

    equire

    nly30

    tonne

    bollard

    ull"

    hisof

    course epends

    erymuch

    n

    ocal

    weather

    onditions.

    Moorings

    hould llbe made

    ightbefore

    he oadout

    perationakes

    place.

    Whena barges eft

    overnight

    t he

    etty

    n

    idalwaters

    he

    mooring

    inesmust

    be

    attended.

    This

    operation

    s normally

    arried

    utby

    he ugcrew.

    lf

    the barge s n he

    "End

    On"

    position

    he barge

    hould ewatched

    gainst

    verridingnto

    the

    quay

    t heHighWater.

    The

    useof ugs o

    push

    hebarge

    gainsthe

    quay

    uring

    heoperation

    hould e

    considerednd n areaswhere

    here

    s

    nadequate

    ooringacilities

    eavy

    ractor nits

    an

    be

    used o assistn holding

    hebarge.

    (See

    AttachmentNo.3)

    A

    typical

    mooring

    rrangement

    or an

    "End

    On"operation.

    Fwuk.f i t rc.com\D193\Home\Tg675\My

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    OPERATIONS

    G 1 1 1 0 5

    PAGE

    14OF18

    REV.

    02

    11 Weather

    Loadout perationshould ot

    ake

    place

    n adverse eather

    onditions.

    The orecast hould e monitored

    t

    east

    neweek

    prior

    o theoperation

    aken

    place

    and

    consultationith

    heWarranty urveyor

    hould e akenbefore

    heoperations

    given

    inal pproval.

    12 NobelDenton oadout

    Requirements.

    12.2

    Classof

    loadout

    NobleDenton

    Classes f Loadout

    The

    Loadout peration illbe

    classed ccording

    o theTidal onditions.

    Requirementsordesign, eserves

    nd edundancy

    f mechanical

    ystems illvary

    accordingo theclass f oadouts.

    Class

    Tidal

    Limitations

    .l

    I

    The Tidal range

    s such

    hat

    regardless

    f the

    pumping

    apacity

    rovided,

    t

    is

    notpossibleo maintainhe barge evelwith hequay hroughouthe ul lTidal

    cycle

    and he loadoutmust

    be completedwithin

    a definedTidal

    window,

    general ly

    n a rising

    ide.

    z

    The

    Tidal ange s

    such hatwhilst

    ignificant

    umping

    apacity

    s required,t

    s

    possible

    o maintain

    he barge evel

    with he

    quay

    during he

    full Tidal

    cycle,

    and or at least

    24 hours

    hereafter.

    3

    TheTidal ange

    s negligible

    t zero

    and here s no Tidal

    onstraints

    n he

    loadout.

    umps

    re equired

    nly o

    compensateorweight

    hanges

    s he

    loadout

    roceeds.

    4

    Groundedoadout, ith idal ange equiringumpingo maintainroung

    reaction

    nd/or

    arge oading ithin

    cceptable

    imits.

    Grounded

    oadout

    equiringo

    pumping

    o

    maintain

    round

    eaction

    nd/or

    loading

    ithin

    cceptableimits.

    Fwuk.fwc.com\D193\Home\T9675\My

    ocuments\Barging

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    BARGING

    OPERATIONS

    G 1 1 1 0 s

    PAGE 15

    OF18

    REV.

    2

    12.2

    PUMPINGndBALLASTING

    Pumping

    apacity hallbe

    provided

    s ollows, epending

    n heClass

    f

    oadout

    s defined

    in section and o satisfy

    achconditions

    defined elow.

    Gondition :- Thenominal

    aximum

    ump

    apacityomputedor

    he oadout

    s

    planned

    o compensate

    or idal hanges

    ndweight

    ransfer, ithno

    contingencies.

    Condition :- The

    computedapacityequired

    sa

    contingency

    o

    hold

    hebargeevel

    with

    he

    quay,

    t

    he

    maximum

    ate f

    a

    rising

    r all ing

    ide, ssuming

    horizontal ovementf thestructures halted.

    Condition

    :-

    The

    Computed

    apacityequired,

    s a contingency,

    o

    provide

    he

    requirements

    f either ondition

    a"

    or

    Condition

    b"

    whichever

    s he

    greater

    n heevent

    f he ailure

    f anyone

    pump,

    omponent

    r

    pumping

    ystem.Where

    woor more

    pumps

    resupplied

    roma

    common

    ower

    ource,hisshall

    ount s a

    single ystem.

    Loadout

    Class

    Condition

    Pumpcapacity

    equired,

    s a

    percentage

    f the

    computed

    apacity.

    1

    a

    150%

    b

    150%

    c

    120%

    2

    a

    150%

    b

    120%

    c

    100%

    3

    a

    100%

    b

    No Requirement

    c

    7s%

    4

    a

    120%

    b

    120%

    c

    100%

    Atl

    No

    Requirement

    Fwuk.6i lc.com\01

    3\Home\T9675\Niyocuments\Barging

    perat ions-Rev

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    BARGING

    OPERATIONS

    G 1 1 / 0 5

    PAGE 16

    OF18

    REV.02

    9.3 PropulsionSystemdesignshall be in accordancewith the fol lowingTable

    Class

    Requirement

    Skidded

    Loadout

    Trailer

    oadouts

    Non-Propelled

    SPMT

    1

    Slope

    Caoacitv

    Design

    lope

    +3

    o/o

    Design

    lope 3% Design

    lope

    3

    %

    System

    Redundancv

    Required

    Required

    Required

    Braking

    Svstem

    Required

    Builtn

    Bui l tn

    PullBack

    Svstem

    Required

    Required

    Bui l t

    n

    2

    Slope

    Capacitv

    Design

    lope

    +2o/o

    Design

    lope 2%

    Design

    Slope

    +2

    %

    System

    Redundancv

    Recommended

    Recommended

    Recommended

    Braking

    Svstem

    Required

    Bui l tn

    Builtn

    PullBack

    Svstem

    Not

    Required

    NotRequired

    Bui l t

    n

    3

    Slope

    Caoacitv

    Design

    Slope

    +

    1 %

    Design

    lope 1%

    Design

    lope 1%

    System

    Redundancv

    NotRequired NotRequired

    Not Required

    Braking

    Svstem

    Required

    Bui l t

    n

    Bui l t

    n

    Pull

    Back

    System

    Not

    Required

    NotRequired

    Bui l t

    n

    4

    SlopeCap. Level

    Level

    Level

    Redundancy

    NotReouired

    NotRequired

    NotReouired

    Brakino

    Not

    Required

    Not Reouired

    Built

    n

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    Not

    Required

    NotRequired

    Bui l tn

    5

    SlopeCap. Level

    Level

    Level

    Redundancv

    NotReouired

    Not

    Required

    NotReouired

    Braking

    Not

    Required

    Bui l tn

    Built

    n

    PullBack

    Not

    Required

    NotRequired

    Bui l t

    n

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    ocuments\Barging

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    BARGING

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    G 1 1 / 0 5

    PAGE 17

    OF18

    REV.02

    ATTACHMENTS

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    ocuments\Barging

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