Home - Roads and Maritime Services - APPENDIX D...HEADSTOCK SHELL WITH INFILL CONCRETE PRECAST...
Transcript of Home - Roads and Maritime Services - APPENDIX D...HEADSTOCK SHELL WITH INFILL CONCRETE PRECAST...
APPENDIX D Campbelltown Road MR177 Bridge Design RMS 2013
PRELIMINA
RY: N
OT FO
R CONS
TRUC
TION
PREPARED CHECKED
DESIGN
DRAWING
SHEET No
ISSUE STATUS:
ISSUE
CAD No KD980CONSA_1.dgn
SENIOR BRIDGE ENGINEER (NEW DESIGN)
REVISION PREP CHECK AUTHDATEISSUE
CLIENT:
19/1
2/2
012
K:\
Bridge\C
urrent_
Projects\D
esig
n\D
980_
Hwy2
Ca
mpbellto
wn
Rd\D
980_Sketc
hes\K
D980
CO
NS
A_1.d
gn
9:3
7:4
8 A
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Y B
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OR T
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OMIN
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ED P
ROJE
CT
BRIDGE NUMBER
COPYRIGHT ROADS AND MARITIME SERVICES 2012
PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055
110 GEORGE STREET PARRAMATTA NSW 2150
BRIDGE AND STRUCTURAL ENGINEERING BRANCH
PREPARED BY
BRIDGE OVER HIGHWAY No 2
CITY OF LIVERPOOL
KD980CONS
SKETCH No
AT MAIN ROAD No 177
PRELIMINARY
HIGHWAY No 2
PHONE (02) 8849-2294 FACSIMILE (02) 8837-2817
27 ARGYLE STREET PARRAMATTA NSW 2150
PROJECT DEVELOPMENT
41.00
040.
000
42.000
41.000
43.000
42.000
44.000
43.000
44.000
45.000
44.000
46.000
47.000
47.000
48.000
48.000
48.000
PLAN
HIGHW
AY No 2
CONTROL LINE MC20
CH 1 554.394
ABUTMENT B
END OF DECK
RL 49.511
SHARED PATH
SAFETY BARRIER
TYPE F CONCRETE
SOIL WALL
REINFORCED
CH 1 448.774
ABUTMENT A
END OF DECK
RL 48.984
CH 1 463.064
RL 49.055
CH 1 497.424
RL 49.227
CH 1 531.784
RL 49.399
REGN No OF PLANS 6005 076 BC 0105
EXISTING BRIDGE - 1974 (BRIDGE No B286)
FRO
M LIV
ERPOOL
TO C
AMPBEL
TO
WN
FRO
M C
AMPBEL
LTO
WN
TO LIV
ERPOOL
TOE OF BATTERTOE OF BATTER
NAME PLATE
EXISTING TOE BATTER TOE BATTER
EXISTING
1
2
1
2
42.0
00
42.000
42.00
0
42.00
0
41.000
41.000
41.000
41.00
0
CLEARANCE
DENOTES POINT OF
DESIGN SURFACE LEVEL ON
APPROX EXISTING NATURAL SURFACE
LOCAL CHAINAGE ON
CONTROL LINE MC20 (RL)
LEVEL ON CONTROL LINE MC20 (RL)
CONTROL LINE MC20 (m) 448.7
74
1k48.9
84
463.0
64
49.0
55
497.4
24
49.2
27
531.784
49.3
99
554.3
94
49.5
11
42.2
42.4
41.4
SPAN 1 SPAN 2 SPAN 3 SPAN 4DATUM RL 0.000
FROM LIVERPOOL TO CAMPBELLTOWN
22 61034 36034 36014 290
OVERALL LENGTH OF DECK = 105 620
APPROACH SLAB
6 000
APPROACH SLAB
6 000
¶ OF PIER 1 ¶ OF PIER 2 ¶ OF PIER 3ABUTMENT A
END OF DECK
ABUTMENT B
END OF DECK
LEVEL ON CONTROL LINE MC20
APPROX EXISTING SURFACE SURFACE LEVEL
APPROX EXISTING
ELEVATION
SAFETY SCREEN
1.5 : 1
EJ EJ
*
"*" CONTRACT LEVEL TO BE DETERMINED
NOT SHOWN
ABUTMENT PILES
CLE
AR
AN
CE
5 500
SOIL WALL (TYP)
REINFORCED
0.5% GRADE1
CHAINAGES AND REDUCED LEVELS ARE IN METRES.
DIMENSIONS ARE IN MILLIMETRES.
SCALE OR AS SHOWN.
GENERAL NOTES0 105
2.55
15m
DCUB
D Directory u
nder
Licence to R
TA b
y S
ensis Pty Ltd
THE BRIDGE SITE IS APPROXIMATELY
LOCALITY PLAN
km BY ROAD FROM SYDNEY39
END O
F SUPER
STRUCT
URE
ABUT
MEN
T A
END O
F SUPER
STRUCT
URE
ABUT
MEN
T B
CH 1 554.394CH 1 448.774
CONTROL LINE MC20
10 000
10 850
14 755
SKEW DIAGRAM
NOT TO SCALE
BRIDGE SITE
1
CONCEPT SKETCH - SHEET A
1
1 09/08/12 DECK SLOPE 0.5% WAS 5% DC
PRELIMINA
RY: N
OT FO
R CONS
TRUC
TION
DC
2
CONCEPT SKETCH - SHEET B
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 1.
SCALE0
5001 000
1 000 2 000 3 000mm
PREPARED CHECKED
DESIGN
DRAWING
SHEET No
ISSUE STATUS:
ISSUE
CAD No KD980CONSB.dgn
SENIOR BRIDGE ENGINEER (NEW DESIGN)
REVISION PREP CHECK AUTHDATEISSUE
CLIENT:
19/1
2/2
012
K:\
Bridge\C
urrent_
Projects\D
esig
n\D
980_
Hwy2
Ca
mpbellto
wn
Rd\D
980_Sketc
hes\K
D980
CO
NS
B.d
gn
9:3
8:0
9 A
M
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
CT
BRIDGE NUMBER
COPYRIGHT ROADS AND MARITIME SERVICES 2012
PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055
110 GEORGE STREET PARRAMATTA NSW 2150
BRIDGE AND STRUCTURAL ENGINEERING BRANCH
PREPARED BY
BRIDGE OVER HIGHWAY No 2
CITY OF LIVERPOOL
KD980CONS
SKETCH No
AT MAIN ROAD No 177
PRELIMINARY
HIGHWAY No 2
PHONE (02) 8849-2294 FACSIMILE (02) 8837-2817
27 ARGYLE STREET PARRAMATTA NSW 2150
PROJECT DEVELOPMENT
2%3%
75 THICK ASPHALTCONTROL LINE MC00
CONTROL LINE MC20
NEW BRIDGE
SOUTHERN SIDE
DRAINAGE SYSTEM
LONGITUDINAL
SHELLS WITH INFILL CONCRETE
PRECAST REINFORCED CONCRETE PARAPET
HEADSTOCK SHELL WITH INFILL CONCRETE
PRECAST REINFORCED CONCRETE
CONCRETE COLUMNS
PRECAST REINFORCED VOIDED
13 284 18 183
3 1455202 0003 5003 5003 5001 000
VARIES
REGN No OF PLANS 6005 076 BC 0105
EXISTING BRIDGE - 1974 (BRIDGE No B286)
TRAFFIC BARRIER RAILING (TYP)
MEDIUM PERFORMANCE LEVEL
SUPER-T GIRDERS
1500 DEEP PSC
SECTION 1
1
2.5%
VA
RIE
S
SAFETY SCREEN
NORTHERN SIDE
REINFORCED CONCRETE PILES
·1 050 CAST-IN-PLACE
CONCRETE PILECAPS
CAST-IN-PLACE REINFORCED
PIER PROTECTION BARRIER IN MEDIAN
TOP OF EXISTING REINFORCED CONCRETE
CONCRETE
50 THICK MASS
TRAVEL LANE TRAVEL LANETRAVEL LANE SHOULDER
SHOULDER
SHARED PATH
PARAPET
RAILING
INTEGRATED PEDESTRIAN
SAFETY SCREEN WITH
INTO ROCK
EXISTING PILES SOCKETED
3800 MIN TO 4300 MAX
APPROX. SURFACE LEVEL
598
500 min
650
650
520
300
850
1 14
0
0
1.252.5
2.5 5.0 7.5m
CONCEPT SKETCH - SHEET A
GENERAL NOTES
WATERPROOFING MEMBRANE SHALL BE OVERLAYED WITH 75mm THICK ASPHALT.
TO RMS SPECIFICATION B344 OR BPC2005/02.
CONCRETE BRIDGE DECK WATERPROOFING MEMBRANE SHALL CONFORM
R DENOTES RESTRAINED BEARING.
F DENOTES FIXED BEARING.
E DENOTES EXPANSION BEARING.
CL DENOTES CONTRACT LEVEL.
TP DENOTES TANGENT POINT.
REDUCED LEVELS ARE RELATED TO AUSTRALIAN HEIGHT DATUM.
CHAINAGES AND REDUCED LEVELS ARE IN METRES.
DIMENSIONS ARE IN MILLIMETRES.
SCALE
SKEW DIAGRAMNOT TO SCALE
10 000
17 320
20 0
00
UB
D Directory u
nder
Licence to R
TA b
y S
ensis Pty Ltd
BRIDGES SITE
LOCALITY PLAN
km BY ROAD FROM SYDNEY45
THE BRIDGES SITE IS APPROXIMATELY
PREPARED CHECKED REGISTRATION No OF PLANS
DESIGN
DRAWING
SHEET No
ISSUE STATUS:
ISSUE
CAD No KD990CSA.dgn
SENIOR BRIDGE ENGINEER (NEW DESIGN)
REVISION PREP CHECK AUTHDATEISSUE
CLIENT:
24/0
1/2
013
K:\
Bridge\C
urrent_
Projects\D
esig
n\D
990_
MaxwellsCk\D
990_Sketc
hes\K
D990
CS
A.d
gn
3:0
0:3
0 P
M
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
CT
BRIDGE NUMBER
COPYRIGHT ROADS AND MARITIME SERVICES 2012
PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055
110 GEORGE STREET PARRAMATTA NSW 2150
BRIDGE AND STRUCTURAL ENGINEERING BRANCH
PREPARED BY
MAIN ROAD No 177
AT INGLEBURN GARDENS
CITY OF CAMPBELLTOWN
TWO BRIDGES OVER MAXWELLS CREEK
TCCI
BB68
D1C
F
D1C
E
D1C
F
WCCB
TC66
D1C
DD1C
E
WC60
WC61
D1C
B
D1C
C
D1C
C
D1C
D
BB66
D1C
A
D1C
B
BBCK TC
CL
TC
CM
TC69
BBCJ
BBCK
BBCH
WCCB
HBC
C
HBCB
HBCC
HWCB
HWCC
HW
CC
BB69
HBCB
HW
CB
WC60
LL0W
BW
CD
NSL8
SFCC
WC41
SICB
NSE7
BW
CE
WC61
TC65
43.9
74 450
Dia
IN
TC68
NSE3
44.0
40 450
Dia
IN
BBCH
BBCJ
NSL8
TW
CA
TW
CB
NSL2
FECF
TCCJ
TCCK
FE
CA
BB73
BPBP
SICB
FECG
SFCD
AT12 44
.686
BBCN
BBCO
CD4O
TCCI
TCCJ
TCCK
TCCL
SFCC
SFCD
TC73
DB0G
TW
CA BBCN
TCCO
D1C
A
TC72
BB72
DB0G
2
2
2
2
CONTROL LINE MC20
CONTROL LINE MC00
TELEPHONE LINEGAS MAIN
WATER MAIN
PLAN
HEADWALL
EXISTING RCBCCREEK
MA
XW
ELLS
PAVEMENT
EGDE OF EXISTING
PAVEMENT
EGDE OF EXISTING
RL 45.326
CH 2 279.000
ABUTMENT A
RL 45.562
CH 2 303.177
ABUTMENT B
RL 45.269
CH 2 205.794
ABUTMENT A
RL 45.506
CH 2 230.038
ABUTMENT B
1
-
1
-
0.977% GRADE
0.978% GRADE
TCCI
BB68
D1C
F
D1C
E
D1C
F
WCCB
TC66
D1C
DD1C
E
WC60
WC61
D1C
B
D1C
C
D1C
C
D1C
D
BB66
D1C
A
D1C
B
BBCK TC
CL
TC
CM
TC69
BBCJ
BBCK
BBCH
WCCB
HBC
C
HBCB
HBCC
HWCB
HWCC
HW
CC
BB69
HBCB
HW
CB
WC60
LL0W
BW
CD
NSL8
SFCC
WC41
SICB
NSE7
BW
CE
WC61
TC65
43.9
74 450
Dia
IN
TC68
NSE3
44.0
40 450
Dia
IN
BBCH
BBCJ
NSL8
TW
CA
TW
CB
NSL2
FECF
TCCJ
TCCK
FE
CA
BB73
BPBP
SICB
FECG
SFCD
AT12 44
.686
BBCN
BBCO
CD4O
TCCI
TCCJ
TCCK
TCCL
SFCC
SFCD
TC73
DB0G
TW
CA BBCN
TCCO
D1C
A
TC72
BB72
DB0G
2
2
2
2
CONTROL LINE MC20
CONTROL LINE MC00
TELEPHONE LINEGAS MAIN
WATER MAIN
PLAN
HEADWALL
EXISTING RCBCCREEK
MA
XW
ELLS
PAVEMENT
EGDE OF EXISTING
PAVEMENT
EGDE OF EXISTING
RL 45.326
CH 2 279.000
ABUTMENT A
RL 45.562
CH 2 303.177
ABUTMENT B
RL 45.269
CH 2 205.794
ABUTMENT A
RL 45.506
CH 2 230.038
ABUTMENT B
1
-
1
-
0.977% GRADE
0.978% GRADE
DESIGN SURFACE LEVEL ON
APPROX EXISTING NATURAL SURFACE
LOCAL CHAINAGE ON
45.3
26
303.177
ELEVATION
CONTROL LINE MC00 (RL)
LEVEL ON CONTROL LINE MC00 (RL)
CONTROL LINE MC00 (m)
44.9
45.0
DATUM RL 39.000
45.5
62
279.0
00
ABUTMENT A
END OF DECK
OVERALL LENGTH OF DECK = 24 177
ON CONTROL LINE MC00
DESIGN SURFACE LEVEL
ABUTMENT B
END OF DECK
2k
m
0.977% GRADE
SECTION 1
-
EASTBOUND BRIDGE SIMILAR
WESTBOUND BRIDGE SHOWN
CONCRETE BOX CULVERT
EXISTING REINFORCED
ON CONTROL LINE MC00
SURFACE LEVEL
APPROX EXISTING
SURFACE LEVEL
APPROX EXISTING
45.4
1441.8
291.096
PIER 1
APPROACH SLAB
6 000
APPROACH SLAB
6 000
24/0
1/2
013
K:\
Bridge\C
urrent_
Projects\D
esig
n\D
990_
MaxwellsCk\D
990_Sketc
hes\K
D990
CS
B.d
gn
3:0
0:1
3 P
M
CONCEPT SKETCH - SHEET B
0 5m4321
1 0.5
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 1
SCALE OR AS SHOWN
UPSTREAM SIDE DOWNSTREAM SIDE
WESTBOUND CARRIAGEWAY EASTBOUND CARRIAGEWAY
SECTION 2
1
3 500 3 500 2 0003 500300 4 0003 5003 5002 000 3 500 3004 000
SHARED PATH
SH
OUL
DER TRAVEL LANE TRAVEL LANE
SH
OUL
DER
SH
OUL
DERTRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE SHARED PATH
SH
OUL
DER
CONTROL LINE MC00 CONTROL LINE MC20
CONCRETE PILES
CAST-IN-PLACE REINFORCED
OF NEW BRIDGE ON EASTBOUND CARRIAGEWAY
TO BE DEMOLISHED FOLLOWING CONSTRUCTION
PLAN REGN No 0177 076 BC 2704
BRIDGE No B834 (1959)
REINFORCED CONCRETE BOX CULVERT
EXISTING 3 CELL CAST-IN-PLACE
CYCLIST RAILING - TYP
SLABS FOR SERVICES - TYP
VOIDS BENEATH FOOTWAY
820 T
YP
1 300
TY
P
VARIES
FOLLOWING RECENT EARTHWORKS
APPROX EXISTING SURFACE
2 457
PLANK SOFFIT 727 ABOVE HFL
3%
CONTROL LINE MC00
1 IN 100 YEAR FLOOD RL 43.400I IN 100 YEAR FLOOD RL 43.500
RL 45.328 AT SECTION
764 ABOVE HFL
3% NORMAL TO CONTROL LINE
IN SPACED FORMAT
12 METRE SPAN PSC PLANKS
635
588
PREPARED CHECKED REGISTRATION No OF PLANS
DESIGN
DRAWING
SHEET No
ISSUE STATUS:
ISSUE
CAD No KD990CSB.dgn
SENIOR BRIDGE ENGINEER (NEW DESIGN)
REVISION PREP CHECK AUTHDATEISSUE
CLIENT:
24/0
1/2
013
K:\
Bridge\C
urrent_
Projects\D
esig
n\D
990_
MaxwellsCk\D
990_Sketc
hes\K
D990
CS
B.d
gn
3:0
0:1
3 P
M
THIS D
RA
WIN
G IS C
ON
FID
EN
TIA
L A
ND S
HA
LL O
NL
Y B
E U
SE
D F
OR T
HE P
UR
PO
SE O
F T
HE N
OMIN
AT
ED P
ROJE
CT
BRIDGE NUMBER
COPYRIGHT ROADS AND MARITIME SERVICES 2012
PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055
110 GEORGE STREET PARRAMATTA NSW 2150
BRIDGE AND STRUCTURAL ENGINEERING BRANCH
PREPARED BY
MAIN ROAD No 177
AT INGLEBURN GARDENS
CITY OF CAMPBELLTOWN
TWO BRIDGES OVER MAXWELLS CREEK
TCCI
FECJ
FECF
BB68
BB69
D1C
F
D1C
E
D1C
F
WCCB
TC66
BB65
BB66
D1C
D
D1C
E
WC60
WC61
BB65
D1C
B
D1C
C
D1C
C
D1C
D
BB66
D1C
A
D1C
B
BBCK TC
CL
TC
CM
TC69
BBCJ
BBCK
BBCH
WCCB
HBC
C
HBCB
HBCC
TC65
HWCB
HWCC
HW
CC
BB69
HBCB
HW
CB
WC59
WC60
WC59
TC47
NSL1
LL0W
BW
CD
NSE2
NSL7
NSL8
SFCC
EP0J
CD3O
WC41
NSL6
NSL7
SICB
NSE7
BB03
LP1D
FE
A9
BW
CD
BW
CENSCO
WC61
WC62
TC65
TC66
43.9
74 450
Dia
IN
CD3P
CD3Q
TC68
TC69
NSE3
44.0
40 450
Dia
IN
CD4T
CD4U
EP
FEB1
FP43
FE
B0
BWCE
WC64
FP42
LP1D
GI12
44.18
7
NSL4
?
BBCH
BBCJ
CC15
FI1S CD4V
NSL8
WH
TW
CA
TW
CB
WC63
NSL2
GI14
44.4
22
KB1U
?
CD4U
CD4V
FECF
FECG
NSE6
FE
A9
TCCJ
TCCK
FE
CA
BB73
BP
TC47
BP
SICB
FECG
BB73
BB74
SFCD
AT12 44
.686
FECM
FECN
TW
CB
BBCN
BBCO
CD4O
CD4P
TCCI
TCCJ
TCCK
TCCL
SFCC
SFCD
TC73
TC74
DB0G
TCCM
FECK
TW
CA
FECM
FI1S
LP1C
BBCN
TCCO
EP0U
D1C
A
FE
B0
CD4O
BB68
TC72
BB72
TC68
DB0G
CD3K
KB1U
SITE PLAN
0 105
2.55
15m
214
0
216
0
218
0
2240
2220
2200
2260
2200
44.9
95 TP
45.16
8 TP
2280
2220
2300
2240
45.7
29 TP
2320
2260
45.8
36 TP
CONTROL LINE MC00
CONTROL LINE MC20
44.7
35 TP
MA
XW
ELLS C
REEK
TO CAMPBELLTOWN
FROM CAMPBELLTOWN
TO LIVERPOOL
FROM LIVERPOOL
GAS MAIN
EXISTING
TELEPHONE LINE
EXISTING
EXISTING RCBC
WATERMAIN
EXISTING
GARDENS ESTATE
INGLEBURN
NEW ROAD EMBANKMENT
AND REALIGNED TO CLEAR
CHANNEL TO BE EXCAVATED
RL 45.326
CH 2 279.000
ABUTMENT A
RL 45.562
CH 2 303.177
ABUTMENT B
RL 45.269
CH 2 205.794
ABUTMENT A
RL 45.506
CH 2 230.038
ABUTMENT B
SHARED PATH
SHARED PATH