Roads and Maritime Services - Urban design review Bemboka Bridge upgrade - Moranrsquos Crossing

APPENDIX A

RMS preferred bridge design

Peter Andrews + Associates Pty Ltd paadesignarchitectureplanningurban design

--titk NSW GOVERNMENT

Transport Roads amp Maritime Services

HIGHWAY No4

SNOWY MOUNTAINS HIGHWAY

SHIRE OF BEGA VALLEY

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING

EXISTING BRIDGE 1935

REGISTRATION No OF PLANS

0004 298 BC 0131

RMS BRIDGE No B6028

GENERAL FILE No 432147

TRAFFIC BARRIER UPGRADE 30 OF REGULAR PERFORMANCE

PERFORMANCE LEVEL

--- CHLP 400

Ir EXI~TING - WIDEffi9

~n-in_trQ tJW

WIDENING BRIDGE 2013

RMS BRIDGE No B6028

DESIGN FILE No SF 2012023040

DESIGN STANDARD AS 5100-2004- BRIDGE DESIGN

ROAD TRAFFIC LOADING SM1600 NUMBER OF DESIGN TRAFFIC LANES 2

DESIGN TRAFFIC SPEED100 kmh

FATIGUE LOAD EFFECTS

NUMBER OF HEAVY VEHICLES PER LANE PER DAY 160

ROUTE FACTOR 10

HEAVY LOAD PLATFORM HLP400 No OF VEHICLES 1

LATERAL POSITION +-1m FROM ~HLP

CENTRELINE AS SHOWN

HLP VEHICLE SPEED RESTRICTED TO 10 kmlh

TRAFFIC BARRIER PERFORMANCE LEVEL MEDIUM EARTHQUAKE LOADING BRIDGE CLASSIFICATION TYPE I

ACCELERATION COEFFICIENT 008

SITE FACTOR 10

DESIGN CATEGORY BEDC-1

WIND LOADING DESIGN WIND SPEED= 37msAT SLS

48msAT ULS

REPORT FOR INFORMATION ONLY GEOTECHNICAL INVESTIGATION REPORT G4331 DATED OCT 2010

ADDITIONAL INVESTIGATION REPORT G461712 DATED 10 DEC 2013

FLOOD DATA 11N 100 YEAR ARI WATER FLOW VELOCITY 42ms

1 IN 2000 YEAR ARI WATER FLOW VELOCITY 463ms

SCOUR DEPTHS (m)

LOCATION 100ARI 2000ARI

ABUTMENT A 40 40

PIER1 25 25

PIER2 18 18

PIER3 17 17

DEPTH OF DEBRIS 3m

LOCALITY PLAN THE BRIDGE SITE IS APPROXIMATELY

475 km BY ROAD FROM SYDNEY

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 500kN (SLS) AND 2 500kN (ULS)

THE MAXIMUM LIFT DURING JACKING SHALL BE LIMITED TO 10mm

DESIGN TRAFFIC LOADING DURING JACKING OR WHILE LIFTED

SM1600 WITH DYNAMIC LOAD ALLOWANCE OF 01

DURING JACKING OR WHILE LIFTED SHOULDERS SHALL BE CLOSED TO TRAFFIC

AND TRAFFIC SPEED RESTRICTED TO 40 kmh

ALL JACKS AT ENDS OF GIRDERS SHALL BE HYDRAULICALLY LINKED AND HAVE

A CENTRAL MECHANISM TO ENSURE THAT THE SAME VERTICAL DISPLACEMENTS

OCCUR AT EACH JACKING POINT AT ALL TIMES DURING THE JACKING OPERATION

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

BRIDGE AND STRUCTURAL Transport ENGINEERING BRANCH

110GEORGESTREETil)

Roads amp Maritime PARRAMATTA NSW2150NSW Services PHONE (02) 8837-OS02GOVERNMENT FACSIMILE (02) 8837()()65

DESIGNED AND PRODUCED UNDER A QUALITY SYSTEM CERTIFIED AS

COMPLYING Willi ISOAS 9001 BY AN ACCREDITED CERTIFICATION BODY

REGISTRATION No OF PLANS I DS2013001345 ISSUE STATUS FINAL DESIGN REVIEW

SHEET No 11No OF SHEETS 51 ISSUE

I

PREPARED BY

COPYRIGHT ROADS AND MARITIME SERVICES 2012

4 CAD No D992CSAdgn

5

10

15

20

25

30

35

40

45 ----------

SCHEDULE OF DRAWINGS

1 COVER SHEET

2 SCHEDULE OF DRAWINGS

3 GENERALARRANGEMENT-SHEETA

4 GENERALARRANGEMENT-SHEETB

GENERALARRANGEMENT-SHEETC

6 CONSTRUCTION SEQUENCE - SHEET A

7 CONSTRUCTION SEQUENCE - SHEET B

8 PILES AND PILE LAYOUT- SHEET A

9 PILES AND PILE LAYOUT- SHEET B

PIER 1 AND 2 FOOTING DETAILS

11 ABUTMENT A CONCRETE - SHEET A

12 ABUTMENT A CONCRETE - SHEET B

13 ABUTMENT A REINFORCEMENT- SHEET A

14 ABUTMENT A REINFORCEMENT- SHEET B

ABUTMENT A REINFORCEMENT- SHEET C

16 ABUTMENT B CONCRETE - SHEET A

17 ABUTMENT B CONCRETE - SHEET B

18 ABUTMENT B CONCRETE - SHEET C

19 ABUTMENT B REINFORCEMENT- SHEET A

ABUTMENT B REINFORCEMENT- SHEET B

21 ABUTMENT B REINFORCEMENT- SHEET C

22 PIER 1 AND 2 CONCRETE

23 PIER 1 AND 2 REINFORCEMENT- SHEET A

24 PIER 1 AND 2 REINFORCEMENT- SHEET B

NOT USED

26 PIER 3 CONCRETE

27 PIER 3 REINFORCEMENT- SHEET A

28 PIER 3 REINFORCEMENT- SHEET B

29 SPAN 4 SIDE WALL

BEARINGS- SHEET A

31 BEARINGS- SHEET B

32 PSC GIRDERS CONCRETE- SHEET A

33 PSC GIRDERS CONCRETE- SHEET B

34 PSC GIRDERS CONCRETE- SHEET C

PSC GIRDERS CONCRETE- SHEET D

36 PSC GIRDERS CONCRETE- SHEET E

37 PSC GIRDERS REINFORCEMENT- SHEET A

38 PSC GIRDERS REINFORCEMENT- SHEET B

39 PSC GIRDERS REINFORCEMENT- SHEET C

PSC GIRDERS REINFORCEMENT- SHEET D

41 PSC GIRDERS REINFORCEMENT- SHEET E

42 PSC GIRDERS REINFORCEMENT- SHEET F

43 PSC GIRDERS REINFORCEMENT- SHEET G

44 PSC GIRDERS REINFORCEMENT- SHEET H

PSC GIRDERS REINFORCEMENT- SHEET J

46 7m SPAN PSC PLANK

47 DECK CONCRETE SPANS 1 TO 3- SHEET A

48 DECK CONCRETE SPANS 1 TO 3- SHEET B

49 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET A

50 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET B

51 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET C

52 DECK CONCRETE SPAN 4- SHEET A

53 DECK CONCRETE SPAN 4- SHEET B

54 DECK REINFORCEMENT SPAN 4- SHEET A

55 DECK REINFORCEMENT SPAN 4- SHEET B

56 DECK JOINTS -SHEET A

57 DECK JOINTS -SHEET B

58 PRECAST PARAPET ASSEMBLY- SHEET A

59 PRECAST PARAPET ASSEMBLY- SHEET B

60 PRECAST PARAPET PANELS- SHEET A

61 PRECAST PARAPET PANELS- SHEET B

62 PRECAST PARAPET PANELS- SHEET C

63 TRAFFIC BARRIER RAILING LAYOUT AND PANELS

64 TRAFFIC BARRIER RAILING DETAILS -SHEET A

65 TRAFFIC BARRIER RAILING DETAILS- SHEET B

66 APPROACH SLAB- ABUTMENT A

67 APPROACH SLAB- ABUTMENT B

68 (EXISTING BRIDGE) DECK CONCRETE- SHEET A

69 (EXISTING BRIDGE) DECK CONCRETE- SHEET B

70 (EXISTING BRIDGE) DECK CONCRETE- SHEET C

71 (EXISTING BRIDGE) DECK CONCRETE- SHEET D

72 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET A

73 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET B

74 SCOUR PROTECTION

75 BAR SHAPES DIAGRAM

r--+----+-------------------r--r~~M ~

~IS~SU~E~D~AT~E-+------~R~EV~IS~IO~N--------~P~RE~P~CH~EC~K~AU~TH~ HIGHWAY No4 SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~------~~~--~~~--~~------~~ SCHEDULE OF DRAWINGS ~

PREPARED BYbullNSW GCMRNMEHT

BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ Transport 110 GEORGE STREET PARRAMATTA NSW215D w

R d amp M t PHONE (02) 8837-ll811 FACSIMILE (02) 88370066 w

oa s an 1me GUENT S Services soUTHERN REGioNAL oFFicE RSlM

90 CROoIN STREETVOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

PREPARED CHECKED

DESIGN ____

DRAWING_ 81shy

--~---~- CAD No D992CSBdgn

REGISTRATION No OF PLANS ~ DS2013001345

~------~~------~~ BRIDGE NUMBER I B6028 ISSUE STATUS FINAL DESIGN ~

~------~------~~ SHEET No 2IISSUE 4 i5

I

TO 8EM80KA

STEEL SAFETY TYPE F REINFORCED BARRIER W BEAM - G4 THRIE BEAM

15

6 000 1 580 32 420

OVERALL LENGTH OF NORTHBOUND CARRIAGEWAY ON CONTROL LINE MCOO = 94 220

32 920

1 IN 2000 YEAR ARI FLOOD RL 10519

ill ff~ I CONTRACT LEVEL RL 975

so

21 300

I I

1 500 HIGH MIN x 1 000 WIDE PAVED MAINTENANCE ACCESS CORRIIXIR

FROM BEGA

STEEL SAFETY BARRIER W BEAM - G4 THRIE BEAM

u I I II

I_toF EXISTING PIER 2 WI CONTRACT LEVEL RL 961 I 04

EXISTING ABUTMENT A

DATUM RL 90000

DESIGN SURFACE LEVEL ON CONTROL LINE MCOO

APPROX EXISTING SURFACE

_ cz

~ c=gtzagt ui4

0 ID ID

$

ID

LEVEL ON CONTROL LINE MCOO ~

CHAINAGE ON 0 Cgt

CONTROL LINE MOO 0

I co

SPAN 4 ~~ WI

- $

111 ~ $ Cgt t

SPAN 3

N 5 939 196806

END OF DECK A

SITE PLAN NOT TO SCALE

~~II 0bull wol

~ $

00

Cgt Cgt $

~ PIER 2 RL 109199 E 136 541605 + N 5 939 183818 ttJgt

UPSTREAM

PLAN

SPAN 2

SCALE

m

0 $

~ 0 $ D 110 m Cgt

D246810mmiddotmiddot--shy2 1

DIMENSIONS ARE IN MILLIMETRES CHAINAGES AND REDUCED LEVELS ARE IN METRES REDUCED LEVELS ARE RELATED TO AHD R DENOTES RESTRAINED BEARING EJ DENOTES EXPANSION JOINT

SPAN 1

OR AS SHOWN

EMBANKMENT SHALL BE BACKFILLED TO THE UNDERSIDE OF THE ABUTMENT HEADSTOCK PRIOR TO PILING THE DECK WEARING SURFACE SHALL BE COMBINED SYSTEM 1 IN 8344E COMPRISING -SPRAYED BITUMINOUS WATERPROOFING MEMBRANE -10mm COVER AGGREGATE -70mm DENSE GRADE ASPHALT

WI DENO TES PROVISIONAL CONTRACT LEVELS SEE SHEET Nos 8 AND 9 s DENOTES BOREHOLES LOCATIONS FOR INFORMAliON ONLY

PH bull DENOTES LOCATION OF PROPOSED PROOF CORING TO BE CARRIED OUT PRIOR TO COMMENCING CONSTRUCTION

bull SEE TABLE 3 ON SHEET Na 9 FOR CONTRACT LEVELS

_Cz

~ c=gtzagt

4

- ID ID

$

ltD

$ D ID

Lll D

VTP

LENGTH OF VERTICAL CURVE = 10 000

VIP CH 27105 RL 109399

BRIDGE

VERTICAL ALIGNMENT DIAGRAM NOT TO SCALE

BRIDGE OVER BEMBOKA RIVER

VTP

AT MORANS CROSSING 27km WEST OF BEGA WIDENING

bullNSW GCMRNMEHT Services

PREPARED

CONCRETE BARRIER

FINISHED SURFACE LEVEL

APPROACH SLAB

ALONG WING WALL---------

bull CONTRACT LEVEL

50 EXISTING SURFACE LEVEL ALONG CONTROL LINE MCOO

---------------shy ---------------shyR

IN 100 YEAR ARI FLOOD RL 10511

EXISTING ABUTMENT B SUBSTRUCTURE ------1f----- ~ OF EXISTING PIER 4

ll- 11 I II I IllOagt

Transport Roads amp Maritime ~~==~====---1~1

483

EXISTING BRIDGE BRIDGE WIDENING

CONTROL LINE MCOO shy -JUPSTREAM DOWNSTREAM 2 000 3 500 1 000 6f0 1 000 3 500 2 000 691

SHOULDER LANE SHOULDER EOIAN SHOULDER LANE SHOULDER

545 432 12 l6oa~ ~0I THRIE BEAM BARRIER TYP

~1P Cl-----r--1 300 HIGH MEDIUM PERFORMANCE

~ Q I LEVEL TRAFFIC BARRIER TYPf---shy WIRE ROPE SAFE Y BARRIER50 MIN THICK WEARING

SURFACE AT 3 CROSS

r---- ---------l-- ----- _ -----~

I I

I

(~==~-=1 ~---_-==-T-=- I I I I I I I I I ~ 111--t-r-------------------------------------- ~ I -~)

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~-i-~= -1- ~---yen--~amp - -- -- -- -- -- -- -- -- -- -- k--=--=-~ I

i I I ~PPROXIMATE EXISTINu GROUND LINE

I I T r- I I I

PRECAST CONCRETE SHELL------- I

TOP OF ROCK I I I I I I I I ~~~~~~

94WQQQQWQQ~ i Fdffl --- - -- - - -~ l ---- - - ---~--- _____ ___ ----- -----___ ___ __--shy ~$~~~~~~~~~~$$$$$$~$0

~ ~ ~[_ ROCK ANCHOR BARS

HEADSTOCK

GENERAL NOTES SOD 1 DOO 1 SOOmm

SCALE OR AS SHOWN 500 250

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET SEE SHEET No 3 SEE STANDARD ROAD DESIGN DRAWINGS FOR THRIE BEAM WIRE ROPE BARRIER AND W BEAM DETAILS

r--+----_____________________+-----r_M ~

ISSUE DATE -----REVISIDN------+P-REP-+CHEcK+-AUTH-1~ I-HIG~H~W--A~YON-o=-4L-- SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~---~~~---~--~~~~-~~~~--~~

bull GENERAL ARRANGEMENT- SHEET B ~

PREPARED BY BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ 110 GEORGE STREET PARRAMATTA NSW215D wTransport PHONE 8837al11 FACSIMILE 88370066 w

Roads amp Maritime CUENT 5NSW SOUTHERN REGIONAL OFFICE - RSlMServicesGCMRNMEHT 90 CROIIN STREET VOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

~~PR~E~P~A~R~ED~-r~C-HE~C~K~E~D-~R~EG~I~ST~RA~T~IO~N~N~o~O~F~P~LA=N~S~~~~~

DESIGN _____ ----- DS2013001345 I ~-----~-----~~ DRAWING _ _Ff _ BRIDGE NUMBER 86028 ISSUE STATUS FINAL DESIGN ~ ~------~------~~

--~---~- SHEET No 4 ISSUE 4 i5

CNJ No D992GABDGN

--titk NSW GOVERNMENT

Transport Roads amp Maritime Services

HIGHWAY No4

SNOWY MOUNTAINS HIGHWAY

SHIRE OF BEGA VALLEY

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING

EXISTING BRIDGE 1935

REGISTRATION No OF PLANS

0004 298 BC 0131

RMS BRIDGE No B6028

GENERAL FILE No 432147

TRAFFIC BARRIER UPGRADE 30 OF REGULAR PERFORMANCE

PERFORMANCE LEVEL

--- CHLP 400

Ir EXI~TING - WIDEffi9

~n-in_trQ tJW

WIDENING BRIDGE 2013

RMS BRIDGE No B6028

DESIGN FILE No SF 2012023040

DESIGN STANDARD AS 5100-2004- BRIDGE DESIGN

ROAD TRAFFIC LOADING SM1600 NUMBER OF DESIGN TRAFFIC LANES 2

DESIGN TRAFFIC SPEED100 kmh

FATIGUE LOAD EFFECTS

NUMBER OF HEAVY VEHICLES PER LANE PER DAY 160

ROUTE FACTOR 10

HEAVY LOAD PLATFORM HLP400 No OF VEHICLES 1

LATERAL POSITION +-1m FROM ~HLP

CENTRELINE AS SHOWN

HLP VEHICLE SPEED RESTRICTED TO 10 kmlh

TRAFFIC BARRIER PERFORMANCE LEVEL MEDIUM EARTHQUAKE LOADING BRIDGE CLASSIFICATION TYPE I

ACCELERATION COEFFICIENT 008

SITE FACTOR 10

DESIGN CATEGORY BEDC-1

WIND LOADING DESIGN WIND SPEED= 37msAT SLS

48msAT ULS

REPORT FOR INFORMATION ONLY GEOTECHNICAL INVESTIGATION REPORT G4331 DATED OCT 2010

ADDITIONAL INVESTIGATION REPORT G461712 DATED 10 DEC 2013

FLOOD DATA 11N 100 YEAR ARI WATER FLOW VELOCITY 42ms

1 IN 2000 YEAR ARI WATER FLOW VELOCITY 463ms

SCOUR DEPTHS (m)

LOCATION 100ARI 2000ARI

ABUTMENT A 40 40

PIER1 25 25

PIER2 18 18

PIER3 17 17

DEPTH OF DEBRIS 3m

LOCALITY PLAN THE BRIDGE SITE IS APPROXIMATELY

475 km BY ROAD FROM SYDNEY

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 500kN (SLS) AND 2 500kN (ULS)

THE MAXIMUM LIFT DURING JACKING SHALL BE LIMITED TO 10mm

DESIGN TRAFFIC LOADING DURING JACKING OR WHILE LIFTED

SM1600 WITH DYNAMIC LOAD ALLOWANCE OF 01

DURING JACKING OR WHILE LIFTED SHOULDERS SHALL BE CLOSED TO TRAFFIC

AND TRAFFIC SPEED RESTRICTED TO 40 kmh

ALL JACKS AT ENDS OF GIRDERS SHALL BE HYDRAULICALLY LINKED AND HAVE

A CENTRAL MECHANISM TO ENSURE THAT THE SAME VERTICAL DISPLACEMENTS

OCCUR AT EACH JACKING POINT AT ALL TIMES DURING THE JACKING OPERATION

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

BRIDGE AND STRUCTURAL Transport ENGINEERING BRANCH

110GEORGESTREETil)

Roads amp Maritime PARRAMATTA NSW2150NSW Services PHONE (02) 8837-OS02GOVERNMENT FACSIMILE (02) 8837()()65

DESIGNED AND PRODUCED UNDER A QUALITY SYSTEM CERTIFIED AS

COMPLYING Willi ISOAS 9001 BY AN ACCREDITED CERTIFICATION BODY

REGISTRATION No OF PLANS I DS2013001345 ISSUE STATUS FINAL DESIGN REVIEW

SHEET No 11No OF SHEETS 51 ISSUE

I

PREPARED BY

COPYRIGHT ROADS AND MARITIME SERVICES 2012

4 CAD No D992CSAdgn

5

10

15

20

25

30

35

40

45 ----------

SCHEDULE OF DRAWINGS

1 COVER SHEET

2 SCHEDULE OF DRAWINGS

3 GENERALARRANGEMENT-SHEETA

4 GENERALARRANGEMENT-SHEETB

GENERALARRANGEMENT-SHEETC

6 CONSTRUCTION SEQUENCE - SHEET A

7 CONSTRUCTION SEQUENCE - SHEET B

8 PILES AND PILE LAYOUT- SHEET A

9 PILES AND PILE LAYOUT- SHEET B

PIER 1 AND 2 FOOTING DETAILS

11 ABUTMENT A CONCRETE - SHEET A

12 ABUTMENT A CONCRETE - SHEET B

13 ABUTMENT A REINFORCEMENT- SHEET A

14 ABUTMENT A REINFORCEMENT- SHEET B

ABUTMENT A REINFORCEMENT- SHEET C

16 ABUTMENT B CONCRETE - SHEET A

17 ABUTMENT B CONCRETE - SHEET B

18 ABUTMENT B CONCRETE - SHEET C

19 ABUTMENT B REINFORCEMENT- SHEET A

ABUTMENT B REINFORCEMENT- SHEET B

21 ABUTMENT B REINFORCEMENT- SHEET C

22 PIER 1 AND 2 CONCRETE

23 PIER 1 AND 2 REINFORCEMENT- SHEET A

24 PIER 1 AND 2 REINFORCEMENT- SHEET B

NOT USED

26 PIER 3 CONCRETE

27 PIER 3 REINFORCEMENT- SHEET A

28 PIER 3 REINFORCEMENT- SHEET B

29 SPAN 4 SIDE WALL

BEARINGS- SHEET A

31 BEARINGS- SHEET B

32 PSC GIRDERS CONCRETE- SHEET A

33 PSC GIRDERS CONCRETE- SHEET B

34 PSC GIRDERS CONCRETE- SHEET C

PSC GIRDERS CONCRETE- SHEET D

36 PSC GIRDERS CONCRETE- SHEET E

37 PSC GIRDERS REINFORCEMENT- SHEET A

38 PSC GIRDERS REINFORCEMENT- SHEET B

39 PSC GIRDERS REINFORCEMENT- SHEET C

PSC GIRDERS REINFORCEMENT- SHEET D

41 PSC GIRDERS REINFORCEMENT- SHEET E

42 PSC GIRDERS REINFORCEMENT- SHEET F

43 PSC GIRDERS REINFORCEMENT- SHEET G

44 PSC GIRDERS REINFORCEMENT- SHEET H

PSC GIRDERS REINFORCEMENT- SHEET J

46 7m SPAN PSC PLANK

47 DECK CONCRETE SPANS 1 TO 3- SHEET A

48 DECK CONCRETE SPANS 1 TO 3- SHEET B

49 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET A

50 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET B

51 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET C

52 DECK CONCRETE SPAN 4- SHEET A

53 DECK CONCRETE SPAN 4- SHEET B

54 DECK REINFORCEMENT SPAN 4- SHEET A

55 DECK REINFORCEMENT SPAN 4- SHEET B

56 DECK JOINTS -SHEET A

57 DECK JOINTS -SHEET B

58 PRECAST PARAPET ASSEMBLY- SHEET A

59 PRECAST PARAPET ASSEMBLY- SHEET B

60 PRECAST PARAPET PANELS- SHEET A

61 PRECAST PARAPET PANELS- SHEET B

62 PRECAST PARAPET PANELS- SHEET C

63 TRAFFIC BARRIER RAILING LAYOUT AND PANELS

64 TRAFFIC BARRIER RAILING DETAILS -SHEET A

65 TRAFFIC BARRIER RAILING DETAILS- SHEET B

66 APPROACH SLAB- ABUTMENT A

67 APPROACH SLAB- ABUTMENT B

68 (EXISTING BRIDGE) DECK CONCRETE- SHEET A

69 (EXISTING BRIDGE) DECK CONCRETE- SHEET B

70 (EXISTING BRIDGE) DECK CONCRETE- SHEET C

71 (EXISTING BRIDGE) DECK CONCRETE- SHEET D

72 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET A

73 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET B

74 SCOUR PROTECTION

75 BAR SHAPES DIAGRAM

r--+----+-------------------r--r~~M ~

~IS~SU~E~D~AT~E-+------~R~EV~IS~IO~N--------~P~RE~P~CH~EC~K~AU~TH~ HIGHWAY No4 SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~------~~~--~~~--~~------~~ SCHEDULE OF DRAWINGS ~

PREPARED BYbullNSW GCMRNMEHT

BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ Transport 110 GEORGE STREET PARRAMATTA NSW215D w

R d amp M t PHONE (02) 8837-ll811 FACSIMILE (02) 88370066 w

oa s an 1me GUENT S Services soUTHERN REGioNAL oFFicE RSlM

90 CROoIN STREETVOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

PREPARED CHECKED

DESIGN ____

DRAWING_ 81shy

--~---~- CAD No D992CSBdgn

REGISTRATION No OF PLANS ~ DS2013001345

~------~~------~~ BRIDGE NUMBER I B6028 ISSUE STATUS FINAL DESIGN ~

~------~------~~ SHEET No 2IISSUE 4 i5

I

TO 8EM80KA

STEEL SAFETY TYPE F REINFORCED BARRIER W BEAM - G4 THRIE BEAM

15

6 000 1 580 32 420

OVERALL LENGTH OF NORTHBOUND CARRIAGEWAY ON CONTROL LINE MCOO = 94 220

32 920

1 IN 2000 YEAR ARI FLOOD RL 10519

ill ff~ I CONTRACT LEVEL RL 975

so

21 300

I I

1 500 HIGH MIN x 1 000 WIDE PAVED MAINTENANCE ACCESS CORRIIXIR

FROM BEGA

STEEL SAFETY BARRIER W BEAM - G4 THRIE BEAM

u I I II

I_toF EXISTING PIER 2 WI CONTRACT LEVEL RL 961 I 04

EXISTING ABUTMENT A

DATUM RL 90000

DESIGN SURFACE LEVEL ON CONTROL LINE MCOO

APPROX EXISTING SURFACE

_ cz

~ c=gtzagt ui4

0 ID ID

$

ID

LEVEL ON CONTROL LINE MCOO ~

CHAINAGE ON 0 Cgt

CONTROL LINE MOO 0

I co

SPAN 4 ~~ WI

- $

111 ~ $ Cgt t

SPAN 3

N 5 939 196806

END OF DECK A

SITE PLAN NOT TO SCALE

~~II 0bull wol

~ $

00

Cgt Cgt $

~ PIER 2 RL 109199 E 136 541605 + N 5 939 183818 ttJgt

UPSTREAM

PLAN

SPAN 2

SCALE

m

0 $

~ 0 $ D 110 m Cgt

D246810mmiddotmiddot--shy2 1

DIMENSIONS ARE IN MILLIMETRES CHAINAGES AND REDUCED LEVELS ARE IN METRES REDUCED LEVELS ARE RELATED TO AHD R DENOTES RESTRAINED BEARING EJ DENOTES EXPANSION JOINT

SPAN 1

OR AS SHOWN

EMBANKMENT SHALL BE BACKFILLED TO THE UNDERSIDE OF THE ABUTMENT HEADSTOCK PRIOR TO PILING THE DECK WEARING SURFACE SHALL BE COMBINED SYSTEM 1 IN 8344E COMPRISING -SPRAYED BITUMINOUS WATERPROOFING MEMBRANE -10mm COVER AGGREGATE -70mm DENSE GRADE ASPHALT

WI DENO TES PROVISIONAL CONTRACT LEVELS SEE SHEET Nos 8 AND 9 s DENOTES BOREHOLES LOCATIONS FOR INFORMAliON ONLY

PH bull DENOTES LOCATION OF PROPOSED PROOF CORING TO BE CARRIED OUT PRIOR TO COMMENCING CONSTRUCTION

bull SEE TABLE 3 ON SHEET Na 9 FOR CONTRACT LEVELS

_Cz

~ c=gtzagt

4

- ID ID

$

ltD

$ D ID

Lll D

VTP

LENGTH OF VERTICAL CURVE = 10 000

VIP CH 27105 RL 109399

BRIDGE

VERTICAL ALIGNMENT DIAGRAM NOT TO SCALE

BRIDGE OVER BEMBOKA RIVER

VTP

AT MORANS CROSSING 27km WEST OF BEGA WIDENING

bullNSW GCMRNMEHT Services

PREPARED

CONCRETE BARRIER

FINISHED SURFACE LEVEL

APPROACH SLAB

ALONG WING WALL---------

bull CONTRACT LEVEL

50 EXISTING SURFACE LEVEL ALONG CONTROL LINE MCOO

---------------shy ---------------shyR

IN 100 YEAR ARI FLOOD RL 10511

EXISTING ABUTMENT B SUBSTRUCTURE ------1f----- ~ OF EXISTING PIER 4

ll- 11 I II I IllOagt

Transport Roads amp Maritime ~~==~====---1~1

483

EXISTING BRIDGE BRIDGE WIDENING

CONTROL LINE MCOO shy -JUPSTREAM DOWNSTREAM 2 000 3 500 1 000 6f0 1 000 3 500 2 000 691

SHOULDER LANE SHOULDER EOIAN SHOULDER LANE SHOULDER

545 432 12 l6oa~ ~0I THRIE BEAM BARRIER TYP

~1P Cl-----r--1 300 HIGH MEDIUM PERFORMANCE

~ Q I LEVEL TRAFFIC BARRIER TYPf---shy WIRE ROPE SAFE Y BARRIER50 MIN THICK WEARING

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r--+----_____________________+-----r_M ~

ISSUE DATE -----REVISIDN------+P-REP-+CHEcK+-AUTH-1~ I-HIG~H~W--A~YON-o=-4L-- SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~---~~~---~--~~~~-~~~~--~~

bull GENERAL ARRANGEMENT- SHEET B ~

PREPARED BY BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ 110 GEORGE STREET PARRAMATTA NSW215D wTransport PHONE 8837al11 FACSIMILE 88370066 w

Roads amp Maritime CUENT 5NSW SOUTHERN REGIONAL OFFICE - RSlMServicesGCMRNMEHT 90 CROIIN STREET VOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

~~PR~E~P~A~R~ED~-r~C-HE~C~K~E~D-~R~EG~I~ST~RA~T~IO~N~N~o~O~F~P~LA=N~S~~~~~

DESIGN _____ ----- DS2013001345 I ~-----~-----~~ DRAWING _ _Ff _ BRIDGE NUMBER 86028 ISSUE STATUS FINAL DESIGN ~ ~------~------~~

--~---~- SHEET No 4 ISSUE 4 i5

CNJ No D992GABDGN

5

10

15

20

25

30

35

40

45 ----------

SCHEDULE OF DRAWINGS

1 COVER SHEET

2 SCHEDULE OF DRAWINGS

3 GENERALARRANGEMENT-SHEETA

4 GENERALARRANGEMENT-SHEETB

GENERALARRANGEMENT-SHEETC

6 CONSTRUCTION SEQUENCE - SHEET A

7 CONSTRUCTION SEQUENCE - SHEET B

8 PILES AND PILE LAYOUT- SHEET A

9 PILES AND PILE LAYOUT- SHEET B

PIER 1 AND 2 FOOTING DETAILS

11 ABUTMENT A CONCRETE - SHEET A

12 ABUTMENT A CONCRETE - SHEET B

13 ABUTMENT A REINFORCEMENT- SHEET A

14 ABUTMENT A REINFORCEMENT- SHEET B

ABUTMENT A REINFORCEMENT- SHEET C

16 ABUTMENT B CONCRETE - SHEET A

17 ABUTMENT B CONCRETE - SHEET B

18 ABUTMENT B CONCRETE - SHEET C

19 ABUTMENT B REINFORCEMENT- SHEET A

ABUTMENT B REINFORCEMENT- SHEET B

21 ABUTMENT B REINFORCEMENT- SHEET C

22 PIER 1 AND 2 CONCRETE

23 PIER 1 AND 2 REINFORCEMENT- SHEET A

24 PIER 1 AND 2 REINFORCEMENT- SHEET B

NOT USED

26 PIER 3 CONCRETE

27 PIER 3 REINFORCEMENT- SHEET A

28 PIER 3 REINFORCEMENT- SHEET B

29 SPAN 4 SIDE WALL

BEARINGS- SHEET A

31 BEARINGS- SHEET B

32 PSC GIRDERS CONCRETE- SHEET A

33 PSC GIRDERS CONCRETE- SHEET B

34 PSC GIRDERS CONCRETE- SHEET C

PSC GIRDERS CONCRETE- SHEET D

36 PSC GIRDERS CONCRETE- SHEET E

37 PSC GIRDERS REINFORCEMENT- SHEET A

38 PSC GIRDERS REINFORCEMENT- SHEET B

39 PSC GIRDERS REINFORCEMENT- SHEET C

PSC GIRDERS REINFORCEMENT- SHEET D

41 PSC GIRDERS REINFORCEMENT- SHEET E

42 PSC GIRDERS REINFORCEMENT- SHEET F

43 PSC GIRDERS REINFORCEMENT- SHEET G

44 PSC GIRDERS REINFORCEMENT- SHEET H

PSC GIRDERS REINFORCEMENT- SHEET J

46 7m SPAN PSC PLANK

47 DECK CONCRETE SPANS 1 TO 3- SHEET A

48 DECK CONCRETE SPANS 1 TO 3- SHEET B

49 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET A

50 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET B

51 DECK REINFORCEMENT SPANS 1 TO 3 -SHEET C

52 DECK CONCRETE SPAN 4- SHEET A

53 DECK CONCRETE SPAN 4- SHEET B

54 DECK REINFORCEMENT SPAN 4- SHEET A

55 DECK REINFORCEMENT SPAN 4- SHEET B

56 DECK JOINTS -SHEET A

57 DECK JOINTS -SHEET B

58 PRECAST PARAPET ASSEMBLY- SHEET A

59 PRECAST PARAPET ASSEMBLY- SHEET B

60 PRECAST PARAPET PANELS- SHEET A

61 PRECAST PARAPET PANELS- SHEET B

62 PRECAST PARAPET PANELS- SHEET C

63 TRAFFIC BARRIER RAILING LAYOUT AND PANELS

64 TRAFFIC BARRIER RAILING DETAILS -SHEET A

65 TRAFFIC BARRIER RAILING DETAILS- SHEET B

66 APPROACH SLAB- ABUTMENT A

67 APPROACH SLAB- ABUTMENT B

68 (EXISTING BRIDGE) DECK CONCRETE- SHEET A

69 (EXISTING BRIDGE) DECK CONCRETE- SHEET B

70 (EXISTING BRIDGE) DECK CONCRETE- SHEET C

71 (EXISTING BRIDGE) DECK CONCRETE- SHEET D

72 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET A

73 (EXISTING BRIDGE) DECK REINFORCEMENT- SHEET B

74 SCOUR PROTECTION

75 BAR SHAPES DIAGRAM

r--+----+-------------------r--r~~M ~

~IS~SU~E~D~AT~E-+------~R~EV~IS~IO~N--------~P~RE~P~CH~EC~K~AU~TH~ HIGHWAY No4 SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~------~~~--~~~--~~------~~ SCHEDULE OF DRAWINGS ~

PREPARED BYbullNSW GCMRNMEHT

BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ Transport 110 GEORGE STREET PARRAMATTA NSW215D w

R d amp M t PHONE (02) 8837-ll811 FACSIMILE (02) 88370066 w

oa s an 1me GUENT S Services soUTHERN REGioNAL oFFicE RSlM

90 CROoIN STREETVOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

PREPARED CHECKED

DESIGN ____

DRAWING_ 81shy

--~---~- CAD No D992CSBdgn

REGISTRATION No OF PLANS ~ DS2013001345

~------~~------~~ BRIDGE NUMBER I B6028 ISSUE STATUS FINAL DESIGN ~

~------~------~~ SHEET No 2IISSUE 4 i5

I

TO 8EM80KA

STEEL SAFETY TYPE F REINFORCED BARRIER W BEAM - G4 THRIE BEAM

15

6 000 1 580 32 420

OVERALL LENGTH OF NORTHBOUND CARRIAGEWAY ON CONTROL LINE MCOO = 94 220

32 920

1 IN 2000 YEAR ARI FLOOD RL 10519

ill ff~ I CONTRACT LEVEL RL 975

so

21 300

I I

1 500 HIGH MIN x 1 000 WIDE PAVED MAINTENANCE ACCESS CORRIIXIR

FROM BEGA

STEEL SAFETY BARRIER W BEAM - G4 THRIE BEAM

u I I II

I_toF EXISTING PIER 2 WI CONTRACT LEVEL RL 961 I 04

EXISTING ABUTMENT A

DATUM RL 90000

DESIGN SURFACE LEVEL ON CONTROL LINE MCOO

APPROX EXISTING SURFACE

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N 5 939 196806

END OF DECK A

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SPAN 1

OR AS SHOWN

EMBANKMENT SHALL BE BACKFILLED TO THE UNDERSIDE OF THE ABUTMENT HEADSTOCK PRIOR TO PILING THE DECK WEARING SURFACE SHALL BE COMBINED SYSTEM 1 IN 8344E COMPRISING -SPRAYED BITUMINOUS WATERPROOFING MEMBRANE -10mm COVER AGGREGATE -70mm DENSE GRADE ASPHALT

WI DENO TES PROVISIONAL CONTRACT LEVELS SEE SHEET Nos 8 AND 9 s DENOTES BOREHOLES LOCATIONS FOR INFORMAliON ONLY

PH bull DENOTES LOCATION OF PROPOSED PROOF CORING TO BE CARRIED OUT PRIOR TO COMMENCING CONSTRUCTION

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VERTICAL ALIGNMENT DIAGRAM NOT TO SCALE

BRIDGE OVER BEMBOKA RIVER

VTP

AT MORANS CROSSING 27km WEST OF BEGA WIDENING

bullNSW GCMRNMEHT Services

PREPARED

CONCRETE BARRIER

FINISHED SURFACE LEVEL

APPROACH SLAB

ALONG WING WALL---------

bull CONTRACT LEVEL

50 EXISTING SURFACE LEVEL ALONG CONTROL LINE MCOO

---------------shy ---------------shyR

IN 100 YEAR ARI FLOOD RL 10511

EXISTING ABUTMENT B SUBSTRUCTURE ------1f----- ~ OF EXISTING PIER 4

ll- 11 I II I IllOagt

Transport Roads amp Maritime ~~==~====---1~1

483

EXISTING BRIDGE BRIDGE WIDENING

CONTROL LINE MCOO shy -JUPSTREAM DOWNSTREAM 2 000 3 500 1 000 6f0 1 000 3 500 2 000 691

SHOULDER LANE SHOULDER EOIAN SHOULDER LANE SHOULDER

545 432 12 l6oa~ ~0I THRIE BEAM BARRIER TYP

~1P Cl-----r--1 300 HIGH MEDIUM PERFORMANCE

~ Q I LEVEL TRAFFIC BARRIER TYPf---shy WIRE ROPE SAFE Y BARRIER50 MIN THICK WEARING

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FOR OTHER GENERAL NOTES RELATING TO THIS SHEET SEE SHEET No 3 SEE STANDARD ROAD DESIGN DRAWINGS FOR THRIE BEAM WIRE ROPE BARRIER AND W BEAM DETAILS

r--+----_____________________+-----r_M ~

ISSUE DATE -----REVISIDN------+P-REP-+CHEcK+-AUTH-1~ I-HIG~H~W--A~YON-o=-4L-- SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~---~~~---~--~~~~-~~~~--~~

bull GENERAL ARRANGEMENT- SHEET B ~

PREPARED BY BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ 110 GEORGE STREET PARRAMATTA NSW215D wTransport PHONE 8837al11 FACSIMILE 88370066 w

Roads amp Maritime CUENT 5NSW SOUTHERN REGIONAL OFFICE - RSlMServicesGCMRNMEHT 90 CROIIN STREET VOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

~~PR~E~P~A~R~ED~-r~C-HE~C~K~E~D-~R~EG~I~ST~RA~T~IO~N~N~o~O~F~P~LA=N~S~~~~~

DESIGN _____ ----- DS2013001345 I ~-----~-----~~ DRAWING _ _Ff _ BRIDGE NUMBER 86028 ISSUE STATUS FINAL DESIGN ~ ~------~------~~

--~---~- SHEET No 4 ISSUE 4 i5

CNJ No D992GABDGN

TO 8EM80KA

STEEL SAFETY TYPE F REINFORCED BARRIER W BEAM - G4 THRIE BEAM

15

6 000 1 580 32 420

OVERALL LENGTH OF NORTHBOUND CARRIAGEWAY ON CONTROL LINE MCOO = 94 220

32 920

1 IN 2000 YEAR ARI FLOOD RL 10519

ill ff~ I CONTRACT LEVEL RL 975

so

21 300

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1 500 HIGH MIN x 1 000 WIDE PAVED MAINTENANCE ACCESS CORRIIXIR

FROM BEGA

STEEL SAFETY BARRIER W BEAM - G4 THRIE BEAM

u I I II

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EXISTING ABUTMENT A

DATUM RL 90000

DESIGN SURFACE LEVEL ON CONTROL LINE MCOO

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N 5 939 196806

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SPAN 1

OR AS SHOWN

EMBANKMENT SHALL BE BACKFILLED TO THE UNDERSIDE OF THE ABUTMENT HEADSTOCK PRIOR TO PILING THE DECK WEARING SURFACE SHALL BE COMBINED SYSTEM 1 IN 8344E COMPRISING -SPRAYED BITUMINOUS WATERPROOFING MEMBRANE -10mm COVER AGGREGATE -70mm DENSE GRADE ASPHALT

WI DENO TES PROVISIONAL CONTRACT LEVELS SEE SHEET Nos 8 AND 9 s DENOTES BOREHOLES LOCATIONS FOR INFORMAliON ONLY

PH bull DENOTES LOCATION OF PROPOSED PROOF CORING TO BE CARRIED OUT PRIOR TO COMMENCING CONSTRUCTION

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VIP CH 27105 RL 109399

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VERTICAL ALIGNMENT DIAGRAM NOT TO SCALE

BRIDGE OVER BEMBOKA RIVER

VTP

AT MORANS CROSSING 27km WEST OF BEGA WIDENING

bullNSW GCMRNMEHT Services

PREPARED

CONCRETE BARRIER

FINISHED SURFACE LEVEL

APPROACH SLAB

ALONG WING WALL---------

bull CONTRACT LEVEL

50 EXISTING SURFACE LEVEL ALONG CONTROL LINE MCOO

---------------shy ---------------shyR

IN 100 YEAR ARI FLOOD RL 10511

EXISTING ABUTMENT B SUBSTRUCTURE ------1f----- ~ OF EXISTING PIER 4

ll- 11 I II I IllOagt

Transport Roads amp Maritime ~~==~====---1~1

483

EXISTING BRIDGE BRIDGE WIDENING

CONTROL LINE MCOO shy -JUPSTREAM DOWNSTREAM 2 000 3 500 1 000 6f0 1 000 3 500 2 000 691

SHOULDER LANE SHOULDER EOIAN SHOULDER LANE SHOULDER

545 432 12 l6oa~ ~0I THRIE BEAM BARRIER TYP

~1P Cl-----r--1 300 HIGH MEDIUM PERFORMANCE

~ Q I LEVEL TRAFFIC BARRIER TYPf---shy WIRE ROPE SAFE Y BARRIER50 MIN THICK WEARING

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SCALE OR AS SHOWN 500 250

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET SEE SHEET No 3 SEE STANDARD ROAD DESIGN DRAWINGS FOR THRIE BEAM WIRE ROPE BARRIER AND W BEAM DETAILS

r--+----_____________________+-----r_M ~

ISSUE DATE -----REVISIDN------+P-REP-+CHEcK+-AUTH-1~ I-HIG~H~W--A~YON-o=-4L-- SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~---~~~---~--~~~~-~~~~--~~

bull GENERAL ARRANGEMENT- SHEET B ~

PREPARED BY BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ 110 GEORGE STREET PARRAMATTA NSW215D wTransport PHONE 8837al11 FACSIMILE 88370066 w

Roads amp Maritime CUENT 5NSW SOUTHERN REGIONAL OFFICE - RSlMServicesGCMRNMEHT 90 CROIIN STREET VOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

~~PR~E~P~A~R~ED~-r~C-HE~C~K~E~D-~R~EG~I~ST~RA~T~IO~N~N~o~O~F~P~LA=N~S~~~~~

DESIGN _____ ----- DS2013001345 I ~-----~-----~~ DRAWING _ _Ff _ BRIDGE NUMBER 86028 ISSUE STATUS FINAL DESIGN ~ ~------~------~~

--~---~- SHEET No 4 ISSUE 4 i5

CNJ No D992GABDGN

483

EXISTING BRIDGE BRIDGE WIDENING

CONTROL LINE MCOO shy -JUPSTREAM DOWNSTREAM 2 000 3 500 1 000 6f0 1 000 3 500 2 000 691

SHOULDER LANE SHOULDER EOIAN SHOULDER LANE SHOULDER

545 432 12 l6oa~ ~0I THRIE BEAM BARRIER TYP

~1P Cl-----r--1 300 HIGH MEDIUM PERFORMANCE

~ Q I LEVEL TRAFFIC BARRIER TYPf---shy WIRE ROPE SAFE Y BARRIER50 MIN THICK WEARING

SURFACE AT 3 CROSS

r---- ---------l-- ----- _ -----~

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TOP OF ROCK I I I I I I I I ~~~~~~

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~ ~ ~[_ ROCK ANCHOR BARS

HEADSTOCK

GENERAL NOTES SOD 1 DOO 1 SOOmm

SCALE OR AS SHOWN 500 250

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET SEE SHEET No 3 SEE STANDARD ROAD DESIGN DRAWINGS FOR THRIE BEAM WIRE ROPE BARRIER AND W BEAM DETAILS

r--+----_____________________+-----r_M ~

ISSUE DATE -----REVISIDN------+P-REP-+CHEcK+-AUTH-1~ I-HIG~H~W--A~YON-o=-4L-- SHIRE OF BEGA VALLEY ~

BRIDGE OVER BEMBOKA RIVER AT MORANS CROSSING 27km WEST OF BEGA

WIDENING ~---~~~---~--~~~~-~~~~--~~

bull GENERAL ARRANGEMENT- SHEET B ~

PREPARED BY BRIDGE AND STRUCTURAL ENGINEERING BRANCH ~ 110 GEORGE STREET PARRAMATTA NSW215D wTransport PHONE 8837al11 FACSIMILE 88370066 w

Roads amp Maritime CUENT 5NSW SOUTHERN REGIONAL OFFICE - RSlMServicesGCMRNMEHT 90 CROIIN STREET VOUONGONG ~ PHONE (02) 4221~ FACSIMILE (02) 4221-2777

~~PR~E~P~A~R~ED~-r~C-HE~C~K~E~D-~R~EG~I~ST~RA~T~IO~N~N~o~O~F~P~LA=N~S~~~~~

DESIGN _____ ----- DS2013001345 I ~-----~-----~~ DRAWING _ _Ff _ BRIDGE NUMBER 86028 ISSUE STATUS FINAL DESIGN ~ ~------~------~~

--~---~- SHEET No 4 ISSUE 4 i5

CNJ No D992GABDGN

Roads and Maritime Services - Urban design review Bemboka Bridge upgrade - Moranrsquos Crossing

APPENDIX B

Alternative pier designs considered in the design and development phase

Peter Andrews + Associates Pty Ltd paadesignarchitectureplanningurban design

--

483

1

UPSTREAM CONTROL LINE MCOO ~ 2 000 3 500 1 000 60 1 000 3 500 2 000

SHOULDER LANE SHOULDER MEDIAN SHOULDER LANE SHOULDER

997 2 503 545 132 h2 46o~r-If ~HRIE BEAM 30 OF REGULARv ~ERFORMANCE LEVEL TRAFFIC I

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OPTION 5

--- ------------------------------ --------------i I AGRPOPURNODXIMLIANTEE EXISTI~IG I ~ ~ ISSUE DATE REVISION PREP CHECK AUTH ~ HIGHWAYNo4 BEGAVALLEYSHIRE ~

BRIDGE OVER BEMBOKA RIVER ATMORANSCROSSING ~

t-----==B--R_ID_GE____WI=D_E_N_IN-G-=--------1~ PROPOSAL SKETCH- SHEET C ~

bull -STRUCTVRALENGINEERINGBRANCH ~ Transport 110GEORGESTREETPARRAMATTANSW215D w

PHONE (02) 8837-ll811 FACSIMILE (02) 8837-0066 w

NSW RoadsampMaritime 5 GOVERNMENT Services

~-P~R~E~P-AR~E~D---C-H~E~CK~E~D~~S~~~TC~H-N-0----------------~~

DESIGN _____ ----- KD970PS I ~----------~----------~~ DRAWING~- ---- shy BRIDGE NUMBER I 8 ISSUE STATUS PRELIMINARY ~ t-----------~------------1~

--~---~- SHEET No 3IISSUE Q i5

CNJ No KD9112PS3dgn

UPSTREAM CONTROL LINE MCOO -----1 DOWNSTREAM

483 2 000 SHOULDER

~~---1 r HRIE BEAM 30 OF REGULARv ~ERFORHANCE LEVEL TRAFFIC

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50 MIN THICK ASPHALT AT 3 CROSS FALL ON TOP OF

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640

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OPTION 2

HFL RL 10509

GENERAL NOTES 500 1 000 1 500mm

SCALE 500 250

ISSUE DATE REVISION PREPCHECKAUTHI

HIGHWAYNo4 BEGAVALLEYSHIRE 1BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING il

BRIDGE WIDENING PROPOSAL SKETCH - SHEET C ~

PREPARED BY g bull

NSW ecwEINIENT

libullansport1

Roads amp Maritime Services

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~ ill ~i

~~P~R~E~P~AR~ED~-~C~H~E~C~~D~~S~~~C~H~N~o---------i~

DESIGN ____ _

DRAWINGcd~

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KD970PS ~ ~-----~-----~~ ~B-RI_D_GE_N_U_M_B_ER___I____~B~~~~~~ ISSUE STATUS PRELIMINARY ~------~------~~ SHEET No 3 IISSUE O ~

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I

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483

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2 000 3 500 1 ooo 6yeno 1 000 3 500 2 000 640 SHOULDER LANE SHOULDER MEDIAN SHOULDER LANE SHOULDER

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TO BE REMOV 0shy3 CROSS FALL ON TOP OF I

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OPTION 3

ISSUE REVISION PREP CHECK AUTH

HIGHWAYDATENo 4 BEGA VALLEY SHIRE i~ BRIDGE OVER BEMBOKA RIVER ~

AT MORANS CROSSING il

BRIDGE WIDENING ~ PROPOSAL SKETCH - SHEET C ~

PREPAREDBY ~ bull BRIDGEANDSlRUCTlJRALENGINEERINGBRANCH ~

Transport 110 GEORGE STREET PARRAMATTA NSW2150

NSW Roads amp Maritime 5PHONE(02) aas7-4811 FACSIMILE (02)88S7-0065

ecwEINIENT Services i r--=PR~E~P~A~RED~-~C~H~E~C~~D~rS~~~C~H~N~o----------------~~

DESIGN----- ----- KD970PS I DRAWINGcd~ ----- BRIDGE NUMBER I B ~

ISSUE STATUS PRELIMINARY I M-OO-v_---~Lbull SHEET No 3 IISSUE 0 ~

CAD No KDDSI2PS3dgn OOPYRIOHT RDADISAND MARITIME SERVICEamp2~2

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6402 000 1ooo 6io 1ooo 3 500 2 000

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--

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OPTION 5

--- ------------------------------ --------------i I AGRPOPURNODXIMLIANTEE EXISTI~IG I ~ ~ ISSUE DATE REVISION PREP CHECK AUTH ~ HIGHWAYNo4 BEGAVALLEYSHIRE ~

BRIDGE OVER BEMBOKA RIVER ATMORANSCROSSING ~

t-----==B--R_ID_GE____WI=D_E_N_IN-G-=--------1~ PROPOSAL SKETCH- SHEET C ~

bull -STRUCTVRALENGINEERINGBRANCH ~ Transport 110GEORGESTREETPARRAMATTANSW215D w

PHONE (02) 8837-ll811 FACSIMILE (02) 8837-0066 w

NSW RoadsampMaritime 5 GOVERNMENT Services

~-P~R~E~P-AR~E~D---C-H~E~CK~E~D~~S~~~TC~H-N-0----------------~~

DESIGN _____ ----- KD970PS I ~----------~----------~~ DRAWING~- ---- shy BRIDGE NUMBER I 8 ISSUE STATUS PRELIMINARY ~ t-----------~------------1~

--~---~- SHEET No 3IISSUE Q i5

CNJ No KD9112PS3dgn

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483 2 000 SHOULDER

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OPTION 2

HFL RL 10509

GENERAL NOTES 500 1 000 1 500mm

SCALE 500 250

ISSUE DATE REVISION PREPCHECKAUTHI

HIGHWAYNo4 BEGAVALLEYSHIRE 1BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING il

BRIDGE WIDENING PROPOSAL SKETCH - SHEET C ~

PREPARED BY g bull

NSW ecwEINIENT

libullansport1

Roads amp Maritime Services

BRIDGE AND SlRUCTlJRAL ENGINEERING BRANCH 110 GEORGE STREET PARRAMATTA NSW2150 PHONE (02) BBS7-4811 FACSIMILE (02) BBS7Q065

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DESIGN ____ _

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I

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2 000 3 500 1 ooo 6yeno 1 000 3 500 2 000 640 SHOULDER LANE SHOULDER MEDIAN SHOULDER LANE SHOULDER

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TO BE REMOV 0shy3 CROSS FALL ON TOP OF I

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OPTION 3

ISSUE REVISION PREP CHECK AUTH

HIGHWAYDATENo 4 BEGA VALLEY SHIRE i~ BRIDGE OVER BEMBOKA RIVER ~

AT MORANS CROSSING il

BRIDGE WIDENING ~ PROPOSAL SKETCH - SHEET C ~

PREPAREDBY ~ bull BRIDGEANDSlRUCTlJRALENGINEERINGBRANCH ~

Transport 110 GEORGE STREET PARRAMATTA NSW2150

NSW Roads amp Maritime 5PHONE(02) aas7-4811 FACSIMILE (02)88S7-0065

ecwEINIENT Services i r--=PR~E~P~A~RED~-~C~H~E~C~~D~rS~~~C~H~N~o----------------~~

DESIGN----- ----- KD970PS I DRAWINGcd~ ----- BRIDGE NUMBER I B ~

ISSUE STATUS PRELIMINARY I M-OO-v_---~Lbull SHEET No 3 IISSUE 0 ~

CAD No KDDSI2PS3dgn OOPYRIOHT RDADISAND MARITIME SERVICEamp2~2

UPSTREAM CONTROL LINE MCOO -----1 DOWNSTREAM

6402 000 1ooo 6io 1ooo 3 500 2 000

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~~--~--- ~~~ ~-~~1amp1-rI______________________________________ _IP-r

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7432

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OPTION 1

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50 MIN THICK ASPHALT AT 3 CROSS FALL ON TOP OF

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OPTION 2

HFL RL 10509

GENERAL NOTES 500 1 000 1 500mm

SCALE 500 250

ISSUE DATE REVISION PREPCHECKAUTHI

HIGHWAYNo4 BEGAVALLEYSHIRE 1BRIDGE OVER BEMBOKA RIVER ~ AT MORANS CROSSING il

BRIDGE WIDENING PROPOSAL SKETCH - SHEET C ~

PREPARED BY g bull

NSW ecwEINIENT

libullansport1

Roads amp Maritime Services

BRIDGE AND SlRUCTlJRAL ENGINEERING BRANCH 110 GEORGE STREET PARRAMATTA NSW2150 PHONE (02) BBS7-4811 FACSIMILE (02) BBS7Q065

~ ill ~i

~~P~R~E~P~AR~ED~-~C~H~E~C~~D~~S~~~C~H~N~o---------i~

DESIGN ____ _

DRAWINGcd~

M-000j9Mw--ILciiiiio

KD970PS ~ ~-----~-----~~ ~B-RI_D_GE_N_U_M_B_ER___I____~B~~~~~~ ISSUE STATUS PRELIMINARY ~------~------~~ SHEET No 3 IISSUE O ~

CAD No KDIIII2PS311Gn OOPYRIOHT RDADIS AND MARITIME SERVICEamp2~2

I

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483

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2 000 3 500 1 ooo 6yeno 1 000 3 500 2 000 640 SHOULDER LANE SHOULDER MEDIAN SHOULDER LANE SHOULDER

545 432 12 l6o2 503~~--II 1 rHRIE BEAM 30 oF REGULAR 2ov ~ERFORMANCE LEVEL TRAFFIC I 1AP C---1---1 300 HIGH MEDIUM PERFORMANCEBARRIER TYP 0 1~ LEVEL TRAFFIC BARRER TYPEXISTING TR~ FFIC MEDI N - WIRE ROPE SAFE Y BARRIER50 MIN THICK ASPHALT AT

TO BE REMOV 0shy3 CROSS FALL ON TOP OF I

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OPTION 3

ISSUE REVISION PREP CHECK AUTH

HIGHWAYDATENo 4 BEGA VALLEY SHIRE i~ BRIDGE OVER BEMBOKA RIVER ~

AT MORANS CROSSING il

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