appendix b detailed design drawings - part 3€¦ · approaches to widening of bridge over bemboka...

P1 RECONSTRUCTION

7mm Primer Seal 14mm Final Seal (following Year)

150mm Select Quality Gravel (Min CBR 15%}

Granular Subgrade (Min CBR 10%)

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CO<IROINATE SVSliH MGAZone 55 HEICOHT DATW: A.H.O.

P2 RECONSTRUCTION &DRAINAGE BLANKET

P3 OVERLAY

lnsitu Stabilise Existing Pavement Crushed Granite Gravel to depth of360mm (additive TBC)

150mm Select Quality Glavel (Min CBR 15%)

Granular Subgrada (Min CBR 10%)

~~ ~~~rrtirM!::§.\! Services ENGINEERING TECHNOLOGY PROJECTS DEUVERY DESIGN SOUTHERN

PR(li)UCE0:30108/2013 7:07:50 AM

P4 ACCESSES

ROADS AND MARITIME SERVICES HW4- SNOWY MOUNTAINS HIGHWAY

APPROACHES TO WIDENING OF BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING

FROM 26.6m TO 27.7km WEST OF PRINCES HIGHWAY PAVEMENT DETAILS

DIAL BEFORE YOUDiti www.U~

INOT FOR CONSTRUCTION I DRAWING 8TAOE PMT 185\A::

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NOMINAL SCAl..E RATIO 1:1000 DESIGN SOUTHERN

CO<IROINATE SVSliH MGAZone 55 HEICOHTOATW: A.H.O. PR(li)UCE0:30108/2013 7:07:51 AM



FROM 26.6m TO 27.7km WEST OF PRINCES HIGHWAY

PAVEMENT DETAIL PLAN • 26620 TO 26850

LEGEND P1 Reconstruction

P2 Reconstruction & Drainage Blanket

P3 Overlay

P4Accesses

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PAVEMENT DETAIL PLAN • 26850 TO 27100



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082012/001091 PV-0105

Transport Roads & MaritimeNSW ServicesGOVERNMENT

HIGHWAY No 4 SHIRE OF BEGA VALLEY

SNOWY MOUNTAINS HIGHWAY

BRIDGE OVER BEMBOKA RIVER AT MORAN'S CROSSING 27km WEST OF BEGA

WIDENING

EXISTING BRIDGE : 1935 REGISTRATION No OF PLANS: 0004 298 BC 0131 RMS BRIDGE No: B6028 GENERAL FILE No: 4/32.147

TRAFFIC BARRIER UPGRADE: 30% OF REGULAR PERFORMANCE PERFORMANCE lEVEL:

:--'HlP 400

I

LOCALITY PLAN THE BRIDGE SITE IS APPROXIMATELY

475 km BY ROAD FROM SYDNEY

CAD No Oft2CSA.dgn

WIDENING BRIDGE: 2013 RMS BRIDGE No: B6028 DESIGN FILE No: SF 2012/023040 DESIGN STANDARD: AS 51 00 -2004- BRIDGE DESIGN

ROAD TRAFFIC LOADING: SM1600 NUMBER OF DESIGN TRAFFIC LANES: 2 DESIGN TRAFFIC SPEED:100 kmlh

FATIGUE LOAD EFFECTS: NUMBER OF HEAVY VEHICLES PER LANE PER DAY: 160 ROUTE FACTOR: 1.0

HEAVY LOAD PLATFORM: HLP400 No. OF VEHICLES: 1 LATERAL POSITION: +/- 1m FROM ~HLP

CENTREUNE AS SHOWN HLP VEHICLE SPEED RESTR.ICTED TO 10 km/h

TRAFFIC BARRIER PERFORMANCE LEVEL: MEDIUM EARTHQUAKE LOADING: BRIDGE CLASSIFICATION: TYPE I ACCELERATION COEFFICIENT: 0.08 SITE FACTOR: 1.0 DESIGN CATEGORY: BEDC-1

WIND LOADING: DESIGN WIND SPEED= 37mls AT SLS

48111/sATULS

REPORT FOR INFORMATION ONLY: GEOTECHNICAL INVESTIGATION REPORT: G4331 DATED OCT 2010 ADDITIONAL INVESTIGATlON REPORT G461712 DATED 10 DEC 2013

FLOOD DATA 11N 100 YEAR ARI WATER FLOW VELOCITY: 42mls 11N 2000 YEAR ARI WATER FLOWVELOCITY: 4.63mls SCOUR DEPTHS (m):

LOCATION 100ARI 2000ARJ ABUTMENT A 4.0 4.0

PIER 1 2.5 2.5 PIER2 1.8 1.8

PIER3 1.7 1.7

DEPTH OF DEBRIS 3m

• PREP....,BY BRIDGE AND S11UJCTU!W.Transport EHGlHEEAIHG &RMCH 110 GEORGE STREETRoads & Maritime PARAAMATTAH$1/1/~183NSW PHONE(C2)81!137.(1802,.,...,_NT Services 'ACSIMIU!:(02)8131.oo55

oestONEONID PROOUOED UNDER A Qt.WJTY SYSTEMCERTFlEOAS COMPlYINO Wl11 JSOlAS 9001 BY AA AOCRED!TEO CERT'FtCATlCIN 8ClDY

JACKING OF BRIDGE DECK FOR BEARING REPLACEMENT

FOR JACKING LOCATIONS AND STEEL PLATE SIZES REFER SHEET Nos 11, 22 AND 26. MAXIMUM REQUIRED LOADS PER JACK ARE 1 600kN (SLS) AND 2 500kN (ULS) THE MAXIMUM LIFT DURING JACKING SHALL BE LIMITED TO 10mm

D ESIGN TRAFFIC LOADING DURING JACKING OR WHILE LIFTED: SM1600 WITH DYNAMIC LOAD AllOWANCE OF 0.1.

DURING JACKING OR WHILE LIFTED SHOULDERS SHALL BE CLOSED TO TlRAFFIC AND TRAFFIC SPEED RESTRICTED TO 40 kmlh. ALL JACKS AT ENDS OF GIRDERS SHALL BE HYDRAULICALLY LINKED AND HAVE

A CENTRAL MECHANISM TO ENSURE THAT THE SAME VERTICAL DISPLACEMEN TS OCCUR AT EACH JACKING POINT AT ALL TIMES DURING THE JACKING OPERATlON. AT PIERS BOTH ENDS OF GIRDERS SHALL BE JACKED SIMULTANEOUSLY. STEEL PLATES SHALL BE PLACED BETWEEN CONCRETE BEARING SURFACES AND JACK TO ENSURE CONCRETE BEARING STRESS AT SLS DOES NOT EXCEED 22 MPa.

REGISTRATION No OF PLANS 052013/001345 ISSUE STATUS: FINAL DESIGN REVIEW

SHEET No 1 No OF SHEETS 75 ISSUE 4

TO BEMBOKA

STEIL SAFETY BARR£R W BEAM • G4 THRIE BEAM

DATUM Rl. 90.000 ;!.. ; ~DESIGN smFACE LEVEL .0

ON CONTROL LINE HCOO $! ;!! ....... "'APPRDX EXISTING SURFACE ... ~

~LEVEL ~ C~TROL LINE HCOO ; $1 0

CHAINAGE ON 2 ..."' ,.; ,.;COIITROL UIIE MOO ;! ~ ... :.::...

TYPE F REIHFCRCED CONCRETE BARRIER

FINISHED SURFACE LEVEL

15

6 000 APPROACH SlAB

ALONG WIIG WALL------./

1 580

50 EXISTING SURFACE LEVEL ALONG COOIIOL LtiE MCOO

OVERALL LENGTH OF NORTteOUND CARRIAGEWAY~ C~TROL UNE MCOO • 94 220

32 420 32 920

1 IN 2000 YEAR ARI FLOODRL 10519

- ~ -- - ------- ----- - - --- -------- .. - ... - --- ---

: , : CONTRACT LEVEL Rl. 97.5

so

21 300

____ , ___________

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FROM BEGA

STEEL SAFETY BARRIER W8EAM - Ci4 nH BEAM

•coNTRACT LEVEL

EXISTING A&UTMENT B SUBSTRUCTURE-----1--' ~ OF EXISTIIG PIER 4 '-toF EXISTING P£R 2 13 CONTRACT LEVEL RL 96.1

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EXISTING ABUTIENT A

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<(... ;;.... $!

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$! C>...... -' "' 0

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VTP

LENGTH Of VERTICAL CURVE =70 000

VIP ot 2? 105 RL 109.399

BRIJGE

VTP ... ......ill 0

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0 0..0... ... ,.; $! ~ ...:.:: ...

VERTICAL ALIGNMENT DIAGRAM

EXISTING SCOUR PROTECTION

NEW WIRE Ra'E SAFETY TERttNATION AND

00 OF DECK ABUTMENT A ot 27 051980

SITE PLAN NOT TO SCALE

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t PIER 2Rl109199 E 736 541.605 ~ N 5 939 183.818 t;:::tJ>

UPSTREAM

PLAN

SCALf 24611011

2 ,

DIMENSI~ ARE IN MILLIMETR£S. CHAINAGES AND REDUCED LEVELS ARE II METRES. REDUCED LEVELS ARE RELATEO TO Alll.. RDENOTES RESTRAtiED BEARING EJ DENOTES EXPAIISION JOINT.

OR AS SHO~.

EMBANKMENT SHALL BE BACKFI.LED TO THE UNDERSIDE OF THE ABUTHENT HEADSTOCK PRIOR TO PLING. THE DECK WEARING SURFACE SHAll BE COMBINED SYSTEM 1 IN 8344/E COMPRISING: -SPRAYEO 61MIHOUS WATERPROOFING HEM&RANE -10ma COVE~ AGGREGATE -70mll DENSE GRADE ASPHALT.

~ DENOTES PRDVISQIAL CONTRACT LfVELS SEf SHUT No's 8 AND~. Ill DENOTES BOREt«ll.ES LOCATIONS FOR IFORMATlON Ott.Y. Pit. DENOTES LOCATION OF PROPOSED PROOF CORING TO BE CARRIED OUT

PRIOR TO COMfoi:NCING C~TRUCTION.

Y SEE TA8Lf 3 0H SHEET No 9 FOR CONTRACT LEVELS.

NOT TO SCALE

Transport•NSW Roads &Maritime ..e~~=====~~~- Services

PREPARED

DESIGN----·

DRAWING_ _R!, _

CHECKED

UPSTREAM 483 2 000 3500 1 000

SHOULDER LANE SHOULDER

545

TII!IE BEAM BARRIER, TYP

50 MIN Tll(l( WEARING SURFACE AT 3% CROSS FALL

CROSS FALL 3%

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1000 3500 2 000 SHOtl.DER LANE SHOULDER

BARRIER

3% 75 THICK WEARING

•1 500 COUIJMN--ool

I---EXISTING PER

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SECTIO~

DOWNSTREAM 691

1 300 H.:iH MEDIUM PERFORMANCE LEVELTRAFFIC BARRER, TYP

21.10() COIIlUITS FOR FUn. SERVICES

1 50G DEEP SUPER T GIRDERS

GENERAL NOTES 500 1 OOG 1 50Gnl

SCALE SDO 251

OR AS SHOWN

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 1 SEE STANDARD ROAD DESIGN DRAWII'iGS FOR THRIE 8EAH, WIRE ROPE BARRER AND W BEAM DETAILS.

1---+----+-------+--+---+---11 ISSUE DATE REVISION PREP HE AUTH ~ HIGHWAY No4 SHIRE OF BEOA VALLEY


WIDENING GENERALARRANGEM ENT-SHEETB

•NSW-Transport Roads &Maritime Services

PREPARED CHECKED DESIGN ____ _

PMEI'MfO 8Y BRIDGE~~S.GINEERING IJAAHCH 1100EOR<IESmEETPARIWMTIANSW211ill PHONE 81!S7<le1 1 FACSIWLE 8837.(1066 CUENT:

SOU'IHEAN IIEGIONAL<#FICE - AS'N 10 CReMIN SlREeTWOUONGONO

052013/001345 DRAWING_ _R#_ _ BRIDGE NUMBER 86028

ISSUE STATUS: F INAL DESIGN

c,.

UPSTREAM

483 2000 SHOULDER

UTLITES TO BE REPOSITIONED

' ',....... ~---,

EXISTING

EXISTING 6RIOOE:

3§00 1000 SOUTHBOUND CARRIACiEWAY SHOU.DER

NEW CONCRETE

'.--- .....,

' il •I I'L.----- -t

I I I I I I I

1 000 SHOULDER

WIDENNCi

3500 LANE

NORTIIIOUNO CARRIAGEWAY

EXISTII<i SCOUR PROTECT10M TO 8£ RETAINED

2 000 SHOULDER

7S THICK ASPHALT WEARIIG SURFACE

I EXISTING SURFACE LEVEL

692

DOWNSTREAM

tEDIJM PERFORMANCE LEVEL TRAfFIC BARRIER, TYP

PRECAST PARAPET

1---- Sll£ WALL BETWEEN PER 3 AND ABUTMEHT B

STAIR ACCESS

ABUTMENT 8 I I I I ISUBSTRUCTURE-----I •-------,--~------------,------,--------,------,-----~

I I.900 CAST~N PLACE I

BORED PILES ------1

GENERAL NOTES 0 500 I COO I SOO.

SCALE OR AS SHOWN 500 250

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, S£E SHEET No 3.

CAD No 09112GAC.DGN

1-------------- ------ -------------------- --- ~ t-----+-----+-------+--+--+----11 ' ' ' ' ISSUE DATE REVISION PREP HE AUTH ~ ~---- --- ___ _L ____T _ -----------------------------~-- __ _l __ - ___L ---~

HIGHWAY No 4 SHIRE OF BEOA VALLEY


WIDENING GENERAL ARRANGEMENT- SHEET C

PMEI'MfO 8Y BRIDGE~~S.GINEERING IJAAHCH 1100EOR<IESmEETPARIWMTIANSW211illTransport

~c--- PHONE 81!S7<le1 1 FACSIWI.E 8837.(1066--t-- ) Roads &Maritime CUENT:NSW SOU'IHEAN IIEGIONAL<#FICE-AS'N ' Services•- 10 CReMIN SlREeTWOUONGONOI

PREPARED CHECKED DESIGN ____ _ 052013/001345

SECTID~ DRAWING_ _R#._ _ BRIDGE NUMBER

ISSUE STATUS: FINAL DESIGN !_: ________ ------- L----------------....J

86028

appendix b detailed design drawings - part 3€¦ · approaches to widening of bridge over bemboka...

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