This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
SECTION A-1:100
A-
PLAN1:500
DEVELOPED ELEVATION1:500
0
SCALE 1:500
5 10 20m
0
SCALE 1:100
1 4m2
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
3 No 1200 DIABORED PILES
℄PIER 1
℄ABUTMENT B
℄ABUTMENT A
22750 SPAN 36000 SPAN
58750
TL5 BARRIER WITH1400 HIGH CYCLE RAIL
INTEGRALABUTMENTS
6 No 900 DIABORED PILES6 No 900 DIA
BORED PILES
600 WIDE TOP AND 400 WIDEBOTTOM BLADE WALL
3000SHLDR
3500LANE
3500LANE
3500LANE
3500LANE 900
SHLD
3000SHLDR
3500LANE
3500LANE
3500LANE900
SHLD
1600SHLD
3500LANE
3500LANE
1600SHLD 1000
SHLD
3000SUP
SH1 NORTHBOUND SH1 SOUTHBOUND BUSWAY
EXISTING GROUND PROFILE
ALLOWANCE FOR FUTUREPROOFING CHANGE INOVERALL CONFIGURATIONBENEATH BRIDGE
SECURITY FENCESSEE NOTE 1
1000SHLD
1100800 800
600 WIDE MAINTENANCE ACCESS
1200 DIA BORED PILES
TYPICAL SERVICECORRIDOR
SUP LIGHTINGCOLUMN
SUP LIGHTINGCOLUMN
200 D
ECK
WIDTH - 15400
60018001800
3%2%
FOOT
PATH
CYCL
E &
CHAN
NEL
BUFF
ER
3500LANE
600 1800 1800
3% 2%
FOOT
PATH
CYCL
E &
CHAN
NEL
BUFF
ER
3500LANE
BLADE WALL CONFIGURATIONINDICATIVE ONLY.FINAL CONFIGURATION TO BEDEVELOPED IN CONJUNCTIONWITH ARCHITECT / URBANDESIGNER.
9 No 1525 DEEPSUPER T BEAMS1810 NOM WIDE
TL5 BARRIERWITH1400 HIGHCYCLE RAIL
1500 DEEP x 1800WIDE PILE CAP
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRWRWRWRWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
100
150
900
12650
100
150
900
12650
SH1 N
ORTH
BOUN
D
McCLYMONTS ROAD
SH1 S
OUTH
BOUN
D
McCLYMONTS ROAD
PROP
OSED
BUS
WAY
SUP
EXIS
TING
BUS
ONLY
RAM
P TO
BE R
EMOV
ED
EXISTING McCLYMONTS ROAD BRIDGETO BE DEMOLISHED AFTER
COMPLETION OF NEW BRIDGE
22750 SPAN 36000 SPAN
ABUT
MENT
A
PIER
1
ABUT
MENT
B
PROPOSED DESIGNATION
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
315.D
WG
29/11
/2016
3:05
:05 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
315.D
WG
29/11
/2016
3:05
:05 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESMCCLYMONTS ROAD BRIDGE EXTENSION
250310 3PRE 3DES DRG 1315 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:200
2 4 8m
A-
SECTION A-1:100
0
SCALE 1:100
1 4m2
PLAN1:200
A-
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
PLAN1:500
DEVELOPED ELEVATION1:500
SECTION A-1:100
0
SCALE 1:500
5 10 20m
0
SCALE 1:100
1 4m2
A-
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
EXTENSION TO SLAB2 OR 3 No 1225 DEEPSUPER T GIRDERS.(WIDTH VARIES)EXTENSION TOPIER HEADSTOCK
NEW PIER COLUMN TOMATCH EXISTING WITHNEW 1200 DIA PILE
TEXAS HT TL5BARRIER
EXISTING 1300U-BEAMS
SERVICES RELOCATEDTO BUSWAY BRIDGE
5300
MIN
CLEA
RANC
E CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
325.D
WG
29/11
/2016
3:10
:53 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
325.D
WG
29/11
/2016
3:10
:53 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESGREVILLE ROAD BRIDGE WIDENING
250310 3PRE 3DES DRG 1325 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:200
2 4 8m
PLAN1:200
SECTION A-1:200
A-
DEVELOPED ELEVATION1:200
RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW RW RW RW RW RW RW
RWRW
RWRW
RWRWRWRWRW
RW RW RW RW RW RW
RW RW RW RW RW RW RW RW
RWRW
RW
RW RW RW RW RW RW RW RW RW RW RW RW RW
RWRW
RW
RW
RW
RW
RW
RW
RW
RWRW
RWRW
RW
RW
2650
2700
150
2650
2700
150
ABUTMENT A
ABUTMENT B
29165 SPAN
ROSEDALE RD
BUSWAY SOUTHBOUND
BUSWAY NORTHBOUND
SHARED USE PATH
SHARED USE PATH RAMP
EXTENT OF FUTURE ROSEDALEROAD LANE ARRANGEMENT
EXTENT OF FUTURE ROSEDALEROAD LANE ARRANGEMENT
℄ABUTMENT
A
℄ABUTMENT
B
29165 SPAN
2300FOOTPATH
500SHLDR
3500LANE
3500LANE
500SHLDR
2300FOOTPATH
FUTURE PROOF LANE AND SHARED USE PATH WIDTH
MSE WALL (ALL FACES)
7 No 900 DIA BORED PILES
INTEGRAL ABUTMENTS
EXISTING ROAD PROFILE
7 No 900 DIA BORED PILES
MSE WALL (ALL FACES)
200 D
ECK
WIDTH - 13500
1200SHLDR
3500LANE
3500LANE
1200SHLDR
1100VERGE 3000
SHARED PATH
MSE BLOCK RETAINING WALL TOTIE IN WITH EXISTING ROSEDALEROAD BRIDGE ABUTMENT WALL
TEXAS HTTL5 BARRIER
TL5 BARRIERWITH 1400 HIGHCYCLE RAIL
TL5 BARRIERAND 1800HIGH FENCE
7 NO. 1225 DEEP SUPERT BEAMS, 2050 WIDE
TYPICALSERVICECORRIDOR
SUP LIGHTINGCOLUMN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
330.D
WG
29/11
/2016
3:11
:45 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
330.D
WG
29/11
/2016
3:11
:46 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESROSEDALE ROAD BUSWAY BRIDGE
250310 3PRE 3DES DRG 1330 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
SECTION B-1:100
ELEVATION A-1:125
A-
B-
PLAN1:125
0
SCALE 1:100
1 4m2
0
SCALE 1:125
1.25 4.5m2.5
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
RW RW RW RW RW
RW
RW RW RW RW RW RW RW
RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW
RW
RW
EXIS
TING
ROS
EDAL
E RD
BRI
DGE
WID
ENIN
GW
IDEN
ING
SH1 NORTHBOUND
SH1 SOUTHBOUND
ROSEDALE RD
OFF-RAMP SLIP LANE TO GREVILLE
15990 SPAN
EXTENSION TO EXISTINGABUTMENT AND WALLS
MSE BLOCK WALLSBETWEEN BRIDGES
EXTENSION TO EXISTINGABUTMENT AND WALLS
EXTENSION TO EXISTINGABUTMENT AND WALLS
EXTENSION TO EXISTINGABUTMENT AND WALLS
NEW MSE BLOCKWINGWALLS TOMATCH EXISTING
MSE BLOCK WALLSBETWEEN BRIDGES
OUTLINE OF EXISTINGBRIDGE AND WINGWALLSTO BE REPLACED
PROPOSED DESIGNATION
4000MEDIAN
3500TRAFFIC LANE
3500TRAFFIC LANE
3500TRAFFIC LANE
3500SLIP LANE
3000SHOULDER
3500TRAFFIC LANE
3500TRAFFIC LANE
VARIES (MAX 4900)GORE
2% 3% 1.5% 2%
TRANSVERSE STRESSINGBARS AT 5 LOCATIONS
2%
3500TRAFFIC LANE
3000SHOULDER
3500TRAFFIC LANE
2013WIDENING
(2471 )
2015WIDENING
(3490)NEW 7220 NOM NEW 8060 NOM
ROSE
DALE
ROA
DTO
BE
LOW
ERED
TO P
ROVI
DE4.9
m MI
N CL
EARA
NCE
ROSE
DALE
ROA
DTO
BE
LOW
ERED
TO P
ROVI
DE4.9
m MI
N CL
EARA
NCE
1989 WIDENING(6440 )
ORIGINAL ROSEDALE RD BRIDGE(11985 )
TEXAS HTTL5 BARRIER
TEXAS HT TL5BARRIER
RETAINING WALL TO TIEIN BETWEEN MOTORWAYAND BUSWAY BRIDGES
EXISTING LEVELPROPOSED LEVEL
6 No 587 DEEP DHCDECK UNITS
INSITU INFILL TO SUIT
TL5 MEDIAN BARRIER
7 No 587 DEEP DHCDECK UNITS
1999 - 2000WIDENING
(4634 )
15990 SPAN
2300FOOTPATH
2300FOOTPATH
ROSEDALE ROAD TO BELOWERED BY 500mm MAX
EXISTING LEVELPROPOSED LEVEL
3500TRAFFIC LANE
500SHLD 3500
TRAFFIC LANE
500SHLD
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
335.D
WG
29/11
/2016
3:12
:36 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
335.D
WG
29/11
/2016
3:12
:36 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESROSEDALE ROAD BRIDGE WIDENING
250310 3PRE 3DES DRG 1335 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:200
2 4 8m
PLAN1:200
A-
0
SCALE 1:100
1 4m2SECTION A-1:100
DEVELOPED ELEVATION1:100
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
RWRW
RWRW
RWRW
RW
RW RW RW RW RW RW RW
RW RW
EXISTING 15
00Ø
EXISTING 1800Ø
EXISTING 1575Ø WW
SSSSSSSSSSSSSSSSSSSS
SH1 NORTHBOUND
SH1 SOUTHBOUND
EXISTING POND LINK TO BEABANDONED. FILL WITHCEMENTITIOUS BENTONITEAND REMOVE HEADWALLS
EARTHWORKS TO SUITFINAL ARRANGEMENT
SHEETPILE WINGWALL WITHCONCRETE CAPPING BEAM
PROPOSED NEWDNC BRIDGE
EXISTING ACCESS CULVERTTO BE ABANDONED. FILL WITHCEMENTITIOUS BENTONITE.HOLES TO BE PROVIDED INCULVERT TOP SLAB ALONGCULVERT LENGTH TOENSURE BENTONITE FILLSSTRUCTURE TO THE TOP.
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:100
1 4m2
PLAN1:500
DEVELOPED ELEVATION1:500
0
SCALE 1:500
5 10 20m
SECTION A-1:100
A-
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
RW RW RW RW RW RW RW RW RW RW RW
RWRW
RWRW
RW
RW RW RW RW RW
RW RW RW RW RW
RW RW RW RW RW RW RWRW RW RW RW RW RW RW RW RW RW
4000
4050 4100
4000
4050 4100
EXISTING SH1 SOUTHBOUND OFF-RAMP (MCHA)
PIER
1
ABUT
MENT
A
PIER
2
ABUT
MENT
B
EXISTING SH1 SOUTHBOUND ON-RAMP
EXISTING BUSWAY RAMP
CONS
TELL
ATIO
N DR
IVE
CONS
TELL
ATIO
N DR
IVE
25250 SPAN30500 SPAN30500 SPAN
PROPOSED BUSWAY
EXPANSION JOINTAT ABUTMENT
EXPANSION JOINTAT ABUTMENT
PROPOSED DESIGNATION
1.8%FSL 63.74 FSL 64.27 FSL 64.69
30500 SPAN 25250 SPAN30500 SPAN
℄ PIER 1
℄PIER 2
℄ABUTMENT A
℄ABUTMENT B
2 LANESEASTBOUND
3 LANESWESTBOUND
2 LANESTO SH1
ON-RAMP
FSL 63.15
6 No 710 DIABORED PILES
1 No 2200 DIABORED PILE (TYP)
6 No 710 DIABORED PILES
MSE BLOCK WALL(ALL FACES)
MSE BLOCK WALL(ALL FACES)
EXISTING GROUND LEVEL
86250 ALONG CENTRELINE
SEE NOTE 11 LANETO SH1
OFF-RAMP
2450 1360
200 D
ECK
WIDTH - 13500
1200SHLDR
3500LANE
500
HEIG
HT V
ARIE
S - 6
800 T
O 76
00
3500LANE
1200SHLDR
1100VERGE 3000
SHARED PATH
1500
EGL
2.6m WIDE INTEGRAL PIER HEADSTOCK
7 No 1525 DEEP SUPERT BEAMS, 2040 WIDE
TL5 BARRIERWITH 1400CYCLE LANE
TL5 BARRIER AND1800 HIGH FENCE
STORMWATERCATCHPIT
TEXAS HTTL5 BARRIER
2200 DIA BORED PILE
1800 DIA PIER COLUMN
TYPICAL SERVICECORRIDOR
LIGHTINGCOLUMN
SUP LIGHTINGCOLUMN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
350.D
WG
29/11
/2016
3:15
:17 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
350.D
WG
29/11
/2016
3:15
:17 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESCONSTELLATION DRIVE BUSWAY BRIDGE
250310 3PRE 3DES DRG 1350 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:100
1 4m2
PLAN1:250
DEVELOPED ELEVATION1:250
0
SCALE 1:250
2.5 5 10m
A-
SECTION A-1:100
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
15800
15850
15800
15850
SH1 NORTHBOUND
SH1 SOUTHBOUND
CONS
TELL
ATIO
N DR
IVE
EXIS
TING
CON
STEL
LATI
ON D
RIVE
BRI
DGE
WID
ENIN
GW
IDEN
ING
14600 SPAN 14600 SPAN
EXISTING RETAINING WINGWALL TO REMAIN
EXISTING ABUTMENT TO REMAIN
EXISTING RETAINING WINGWALL TO REMAIN
EXISTING ABUTMENT TO REMAIN
EXTENSION TO EXISTINGPIER HEADSTOCK
EXISTING ABUTMENT TO REMAIN
EXISTING RETAININGWINGWALL TO REMAIN
EXISTING SETTLEMENTSLAB TO REMAIN
MODIFICATION TO EXISTINGPIER HEADSTOCK
EXISTING RETAININGWINGWALL TO REMAIN
EXISTING ABUTMENT TO REMAIN
EXISTING SETTLEMENTSLAB TO REMAIN
NEW3450NOM
3%
3500TRAFFIC LANE
3500TRAFFIC LANE
3500TRAFFIC LANE
2400SHOULDER
3% 3% 3%
3500TRAFFIC LANE
3500TRAFFIC LANE
VARIES
NEW2300NOM
EXISTING CONSTELLATION RD BRIDGE - 24900
3000SHOULDER
5000MEDIAN
15400 - MAXIMUM WIDENING TO BARRIER FACEAS PER AS BUILT DRAWINGS
EXISTING PIERCOLUMNS TO REMAIN
TEXAS HT TL5BARRIER
TL5 MEDIANBARRIER
2 No 580 DEEP, 1150WIDE DHC DECK UNITS
3 No 580 DEEP, 1150WIDE DHC DECK UNITS
TEXAS HT TL5BARRIER
BREAK BACK FOREXTENSION TOPIER HEADSTOCK
EXISTINGCONCRETESURFACE
BREAK BACK FORMODIFICATION TOREINFORCEMENTOF PIER HEADSTOCK
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:200
2 4 8m
0
SCALE 1:100
1 4m2
PLAN1:200
SECTION A-1:100
NOTE:1. DESIGN CAPACITY OF EXISTING ABUTMENTS TO THE
WEST TO ACCOMMODATE WIDENING TO BE CONFIRMED.ALTERNATIVE INVOLVES WIDENING OF SOLDIER PILERETAINING WALLS AND ABUTMENTS.
2. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCEOVER TRAFFIC LANES SHOULD BE 6.0m TAPERING TO5.6m AT THE OUTSIDE EDGE OF THE ADJACENTSHOULDER.
A-
DEVELOPED ELEVATION1:200
RWRW
RWRW
RW
RWRW
RWRW
RW
RWRW
RWRW
RWRW
RW
RW
RWRW
800
750
800
800
750
800
PAUL MATTHEWS RD OFF-RAMP
SH18 / CONSTELLATION
DRIVE EASTBOUND
SH18
/ CON
STEL
LATI
ONDR
IVE
WES
TBOU
ND
900 DIA PILESAT 2.25m CRS
900 DIA PILESAT 2.25m CRS
MSE BLOCKRETAINING WALL
6 No 1525 DEEP SUPER TBEAMS, 2050 NOM WIDE
900 DIA PILESAT 2.25m CRS
MSE BLOCKRETAINING WALL
SETTLEMENT SLABSETTLEMENT SLAB
SETTLEMENT SLAB SETTLEMENT SLAB
MSE BLOCKRETAININGWALL
MSE BLOCKRETAININGWALL
9 No 1525 DEEP SUPER TBEAMS, 2070 NOM WIDE MAINTENANCE ACCESS
SH18 EASTBOUND
VARIESSHOULDER
3500PRIORITY LANE
3500TRAFFIC LANE
VARIESSHLDR
SH18 WESTBOUND
VARIESSHLDR
3500TRAFFIC LANE
3500TRAFFIC LANE
3000SHOULDER
700BUFFER 3500
TRAFFIC LANE
9 No 1525 DEEP SUPER TBEAMS, 2070 NOM WIDE
6 No 1525 DEEP SUPER TBEAMS, 2170 NOM WIDE
MSE BLOCK RETAINING WALL(ON APPROACH SIDES)
TEXAS HT TL5BARRIER
200 THK PC PANELS(APPROX 3m WIDE)
900 DIA PILESAT 2.25m CRS(APPROX)MSE BLOCK RETAINING WALL
(ON APPROACH SIDES)
TEXAS HT TL5BARRIER
TEXAS HT TL5BARRIER
TEXAS HT TL5BARRIER
STAGE 1 HEADSTOCK FORPLACEMENT OF BEAMS TO BECONSTRUCTED WITH COUPLERSENCASED IN CONCRETE / GROUT
TYPICAL SERVICECORRIDOR
EXISTING GROUND LEVEL
5650
MIN
IMUM
CLEA
RANC
E
6000
MIN
IMUM
CLEA
RANC
E
3500TRAFFIC LANE
3500TRAFFIC LANE
3500TRAFFIC LANE
2000MEDIAN
2000SHLDR
500SHLD3500
TRAFFIC LANE2000
SHLDR
500SHLD
ABUTMENT A33000 SPAN
ABUTMENT B
INTEGRAL ABUTMENT HEADSTOCK
200 THK PC PANELS(APPROX 3m WIDE)
900 DIA CONTIGUOUSBORED PILE WALL
MSE BLOCKRETAINING WALL
TEXAS HT TL5 BARRIER
900 DIA CONTIGUOUSBORED PILE WALL
INTEGRAL ABUTMENT HEADSTOCK200 THK PC PANELS(APPROX 3m WIDE)
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:100
1 4m2
PLAN1:250
A-
B-
SECTION A-1:100
ELEVATION B-1:100
0
SCALE 1:250
2.5 5 10m
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.
SPILL THROUGH ABUTMENTWITH MSE BLOCK WALLSON APPROACHES
EXISTING GROUND PROFILE
SPILL THROUGH ABUTMENTWITH BATTER SLOPES / MSEBLOCK WALLS AS REQUIREDON APPROACHES
140350 ALONG CENTRELINE
VARIESSHLDR
3500LANE
VARIESVERGE
2 x 3500 LANES 1700SHLDR
3930 2080
1700SHLDR
2 x 3500 LANES 3000SHLDR
VARIESLANE
1200
3000SHARED PATH
600SHLDR3500
LANE3500LANE
1600SHLDR
WIDTH - 12200
HEIG
HT V
ARIE
S - 8
800 T
O 96
00
2200 DIA BORED PILE
EGL
500
250 D
ECK
CLEA
RANC
EOV
ER S
HOUL
DER
BELO
W H
EADS
TOCK
APPR
OX 5.
6m
TEXAS HT TL5BARRIER
TEXAS HTTL5 BARRIER
STORMWATER CATCHPIT
5 No STEEL GIRDERS 2m DEEP
TYPICALSERVICECORRIDOR
CROSS BRACINGAT 3m CENTRES
2.6m WIDE INTEGRALPIER HEADSTOCK
1800 DIA PIER COLUMN
LIGHTING COLUMN SUP LIGHTINGCOLUMN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
370.D
WG
29/11
/2016
3:17
:30 p.
m.NZ
AKL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER
DRAWING No.
SCALE SIZE
A1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
370.D
WG
29/11
/2016
3:17
:30 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESPAUL MATTHEWS ROAD BRIDGE
(OVER SH18)
250310 3PRE 3DES DRG 1370 B
AS SHOWNPRELIMINARY
NOT FOR CONSTRUCTION
L.HODGSON
G.THOMPSON
A. REEVES J. HIND
J. HIND03/10/16
A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE
0
SCALE 1:100
1 4m2
0
SCALE 1:250
2.5 5 10m
PLAN1:250
DEVELOPED ELEVATION1:250
A-
SECTION A-1:100
NOTES
1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.