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0050100
150
200
250
300
12150
12200
12250
0050100
150
200
250
300
12150
12200
12250
RW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
RWRW
RW
RW
RW
RWRW
RWRW
RWRW
RWRW
OTEHA VALLEY OFF-RAMP
SH1 NORTHBOUND
SH1 SOUTHBOUND
PROP
OSED
BUS
WAY
30500 SPAN
25250 SPAN
25250 SPAN
25250
SPAN
3050
0 SP
AN
3050
0 SP
AN
ABUTMENT A
PIER 1
PIER 2
PIER 3
PIER 4
PIER 5
PIER 6
PIER 7
PIER 8
ABUTMENT B
ON-R
AMP
CORNERSTONE DRIVE
EXPANSION JOINTAT ABUTMENT
EXISTING ALBANYPARK'N RIDE CAR PARK
EXPANSION JOINTAT ABUTMENT
22900 SPAN27600 SPAN 36750 SPAN
PROPOSED DESIGNATION
ABUTMENT A
FSL 44.17
2x3.5mLANES
SH1SOUTH
3 x 3.5mLANES
SH1 NORTHMED EXIST
ON-RAMPSH1 SOUTH
EXISTOFF-RAMPSH1 NORTH
FSL 46.20 FSL 45.24FSL 46.47FSL 46.41FSL 46.04FSL 45.36FSL 44.39FSL 43.17FSL 42.18
ACCESS INTOCARPARK /
BUS STATION
30500 SPAN36750 SPAN27600 SPAN22900 SPAN25250 SPAN25250 SPAN25250 SPAN30500 SPAN30500 SPAN
ABUTMENT B PIER 1PIER 2PIER 3PIER 4PIER 5PIER 6PIER 7PIER 8
CARPARK / BUS STATION
5 No. 710 DIABORED PILES
MSE BLOCK WALL(ALL FACES)
EXISTING GROUNDLEVEL 1 No. 2200 DIA
BORED PILE (TYP)
5 No. 710 DIABORED PILE
MSE BLOCK WALL(ALL FACES)
254500 ALONG CENTRELINE
PROTECTIONBOLLARDS
4.5m
MIN
CLEA
R
ACCESSINTO
CARPARK
SHLD SHLD
2.3m4.6m
1.1m
SHLD2.3m
BUSWAY
SHLD SHLDSHLD
SEE NOTE 1
200 D
ECK
WIDTH - 10200
600SHOULDER
3500LANE
500
HEIG
HT V
ARIE
S - 8
200 T
O 14
200
1500
EGL
2600SHOULDER
3500LANE
STORMWATERCATCHPIT TEXAS HT
TL5 BARRIER
2200 DIA BORED PILE
1800 DIA PIER COLUMN
2.6m WIDE INTEGRALPIER HEADSTOCK
5 NO. 1525 DEEPSUPER T BEAMS,2200 NOM WIDE
LIGHTINGCOLUMN
TYPICAL SERVICECORRIDOR
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
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Date:
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E-3D
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29/11
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2:59
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m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
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Date:
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E-3D
ES-D
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29/11
/2016
2:59
:50 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESALBANY STATION BUSWAY BRIDGE
(OVER SH1)
250310 3PRE 3DES DRG 1310 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 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 SIZEA1
.
Filen
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Date:
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E-3D
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/2016
3:05
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m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
Offic
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K\D0
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96\25
0310
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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.
DEVELOPED ELEVATION1:200
RW RW RW RW RW
RWRW RWRW RW
1950
2000
2050 2100
2150
2200
1950
2000
2050 2100
2150
2200
ABUT
MENT
A
PIER
1
PIER
2
PIER
3
PIER
4
PIER
5
PIER
6
ABUT
MENT
B
25250 SPAN 33000 SPAN 33000 SPAN
33000 SPAN
33000 SPAN25250 SPAN
SOUTHBOUND ON-RAMP
SOUTHBOUND OFF-RAMP
GREVILLE ROAD
33000 SPANEXPANSION JOINTAT ABUTMENT
SPILL THROUGH ABUTMENT
EXPANSION JOINTAT ABUTMENT
SPILL THROUGHABUTMENT
PROPOSED DESIGNATION
-5.0%
FSL 47.37 FSL 46.10 FSL 44.54 FSL 42.80 FSL 41.15 FSL 39.50 FSL 37.85 FSL 36.59
℄ PIER 1
℄ABUTMENT A
25250 SPAN 33000 SPAN
℄ PIER 2
33000 SPAN
℄ PIER 3
33000 SPAN
℄ PIER 4
33000 SPAN
℄ PIER 5
33000 SPAN
℄ PIER 6
25250 SPAN
℄ABUTMENT B
PROPOSEDGREVILLE ROAD
BATTER(BOTHSIDES)
8 No. 710 DIABORED PILE
MSE WALL(BOTH SIDES)
1000 WIDEINSPECTIONACCESS
1000 WIDEINSPECTIONACCESS
215500 ALONG CENTRELINE
2 No. 1800 DIABORED PILES (TYP)
8 No. 710 DIABORED PILE
WIDE
SEE NOTE 13x3.5mLANES
SHLD
2x3.5mLANES
1.1m MINCLEARANCE
TO PIER
200 D
ECK
WIDTH - 16100
3400SHOULDER
3500LANE
500
HEIG
HT V
ARIE
S - 7
050 T
O 95
00
3500LANE
1600SHLDR
1100VERGE 3000
SHARED PATH
1000
7000
EGL
1800 DIA BORED PILES
1500 DIA PIER COLUMNS
2.6m WIDE INTEGRALPIER HEADSTOCK
8 No 1525 DEEP SUPERT BEAMS, 2125 WIDE
TL5 BARRIERWITH 1400CYCLE LANESTORMWATER
CATCHPIT
TEXAS HTTL5 BARRIER
TL5 BARRIER AND1800 HIGH FENCE
LIGHTINGCOLUMN
TYPICALSERVICECORRIDOR
SUP LIGHTINGCOLUMN
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
Offic
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E-3D
ES-D
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/2016
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m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
Offic
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\PW
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K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
320.D
WG
29/11
/2016
3:10
:10 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESGREVILLE ROAD BUSWAY BRIDGE
250310 3PRE 3DES DRG 1320 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
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.
RW RW RW RW RW RW RW RW
RW RW RW RW RW RW RW RW
13850
13900
13850
13900
SH1 SOUTHBOUND
EXIS
TING
GRE
VILL
E RD
BRI
DGE
WID
ENIN
GW
IDEN
ING
SH1 NORTHBOUND
NORTHBOUND ON-RAMP
GREVILLE RD
GREVILLE RD
GREVILLE RD
16500 SPAN 27100 SPAN 12600 SPAN
EXTENSION TOEXISTING PIERHEADSTOCK
EXTENSION TOEXISTING ABUTMENT
NEW WINGWALL
EXTENSION TOEXISTING ABUTMENT
NEW WINGWALL
EXTENSION TO EXISTING ABUTMENT
NEW WINGWALL
EXTENSION TO SETTLEMENT SLAB
EXTENSION TO EXISTINGPIER HEADSTOCK
EXTENSION TO EXISTINGPIER HEADSTOCK
EXTENSION TO EXISTING ABUTMENTNEW WINGWALL
EXTENSION TOSETTLEMENT SLAB
EXTENSION TOEXISTING PIERHEADSTOCK
LANE LANE LANEMEDIAN
LANE LANESHLD
16500 SPAN 27100 SPAN 12600 SPAN
TEXAS HTTL5 BARRIER
56200
SHLD
2090 680
EXISTING SUP
5300
MIN
CLEA
RANC
E
ORIGINAL GREVILLE RD BRIDGE24000
EXISTINGWIDENING
6625
3%3%3%
4000MEDIAN
3500LANE
3500LANE
3500LANE
VARIESGORE
3500SLIPLANE
3000SHLDR
3%
3500LANE
3500LANE
3500LANE
3000SHLDR
3%
VARIES4400 - 6200
NOM WIDENING3825 NOMWIDENING
EXTENSION TO SLAB
2 No 1225 DEEP, 1910WIDE SUPER T GIRDERS
EXTENSION TOPIER HEADSTOCKNEW PIER COLUMN TOMATCH EXISTING WITHNEW 1200 DIA PILE
TEXAS HTTL5 BARRIER
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 SIZEA1
.
Filen
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Date:
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K\D0
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E-3D
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/2016
3:10
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m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
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E-3D
ES-D
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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 SIZEA1
.
Filen
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Date:
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RG-1
330.D
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/2016
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m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
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Plot
Date:
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\PW
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K\D0
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E-3D
ES-D
RG-1
330.D
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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 SIZEA1
.
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Date:
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3:12
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AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
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3:12
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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.
STORMWATER PIPE EXTENDED
SW SW
SW SW
SW
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW SW SW SW SW SW SW
SW
SW SW SW SW SW SW SW SW SW SW SW SW SW SWSW
SW SWSW SW
SW SWSW
SW
SWSW
SW
EARTHWORKS TO SUITFINAL ARRANGEMENT
SHEETPILE WINGWALL WITHCONCRETE CAPPING BEAM
MANHOLE
NEW 2.5m I.D. PIPE PLACEDDURING BRIDGE CONSTRUCTION
PROPOSED DESIGNATION
MANHOLE
2%2.5%
MANHOLE
SH1 NORTHBOUNDON RAMP
SH1 NORTHBOUND SH1 SOUTHBOUND SH1 SOUTHBOUNDOFF RAMP
BUSWAY SUP
FILL DEPTH OVER PIPE VARIES CONSTRUCTION IN PARTS BASED ON TTMREQUIREMENTS AND WORKING SPACE
CONSTRUCTION IN PARTS BASED ON TTMREQUIREMENTS AND WORKING SPACE
170mm TOPPING SLAB
FILL DEPTH VARIES
SECURITY FENCES
3060 2610 1830
10000
3000
MIN
R.L. 34.5m APPROX
FILL DEPTH VARIES 300 - 1000
CEMENT STABILIZEDPAD WITH BANK SEATABUTMENT ABOVE
SHEET PILES
EXPOSED SHEET PILEFINISH PROPOSED
SOIL NAILS AS REQUIREDFOR FUTUREEXCAVATION WORKS
650 DEEP HOLLOW CORE
NEW CARRIAGEWAY
FUTURE PROOFING
2.5m I.D.1.81m I.D. 1.81m I.D.
6 CONSTRUCT PADS ANDBRIDGE SUPERSTRUCTURE
1 EXCAVATE DOWN IN PARALLEL WITHSPAN WIDTH TO BRIDGE FOUNDATION LEVEL 2 DRIVE SHEET PILES
3 CUT SHEET PILES TO LENGTH
4 CONSTRUCT PADS ANDBRIDGE SUBSTRUCTURE
5 LAY PIPE AND BACKFILL(SOIL NAILS AS REQUIRED)
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
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CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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29/11
/2016
3:13
:27 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESSH1 WATERCARE POND LINK BRIDGE
(OPTION 1 BELOW SH1)
250310 3PRE 3DES DRG 1340 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
PLAN1:500
LONGSECTION THROUGH PROPOSED BRIDGE1:250
TYPICAL CROSS SECTION THROUGH PROPOSED BRIDGE
0
SCALE 1:250
2.5 5 10m
0
SCALE 1:500
5 10 20m
PROPOSED BRIDGE CONSTRUCTION SEQUENCE
SECTION A-1:100
NOTE:1. THIS DRAWING SHOWS OPTION 1: BRIDGE (WITH PIPE BELOW)2. A SECOND OPTION USING THE EXISTING ACCESS CULVERT AND
NEW POND LINK TUNNEL CAN BE FOUND ON DRAWING250310-3PRE-3DES-DRG-1341
SECTION A-1:100
A-
RW RW RW RW RW RW RW
RW RW RW RW RW RW RW RW RW RWRW
RWRW
RWRW
RWRW
RWRW
RW
RW RW RW RW RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
RW RW
300 350
400
450
500
150
200
250
300
350
400450
300 350
400
450
500
150
200
250
300
350
400450
ABUT
MENT
A PIER
1
PIER
2
PIER
3
PIER
4
PIER
5
PIER
6
PIER 7
ABUTMENT B
PIER 8
SH1 NORTHBOUND ON-RAMP (MC2A)
EXISTING SH1 NORTHBOUND ON-RAMP (MCGA)
EXISTING SH1 NORTHBOUND
EXISTING SH1 SOUTHBOUND
EXISTING SH1 SOUTHBOUND OFF-RAMP (MCHA)
PROPOSED NORTHERNBUSWAY EXTENSION (MCNA)
28500 SPAN28500 SPAN 28500 SPAN
28500 SPAN
28500 SPAN
35000 SPAN
28500 SPAN
28500 SPAN
28500 SPAN
EXPANSION JOINTAT ABUTMENT
EXPANSION JOINTAT ABUTMENT
MSE BLOCK WALL ALLFACES AS REQUIRED
SPILL THROUGH ABUTMENTAND BATTERED APPROACH
6292
4555
4195
PROPOSED DESIGNATION
℄ABUTMENT
A
℄ PIER
1
℄ PIER
3
℄ PIER
4
℄ PIER
5
℄ PIER
6
℄ PIER
7
℄ PIER
8
FSL 56.06
28500 SPAN 28500 SPAN 28500 SPAN 28500 SPAN 28500 SPAN 35000 SPAN 28500 SPAN 28500 SPAN 28500 SPAN
FSL 51.10
℄ PIER
2
FSL 53.66
FSL 48.53
℄ABUTMENT
B
FSL 64.79
FSL 58.19FSL 60.04
FSL 61.93 FSL 63.16 FSL 64.11
SH1SOUTHBOUND
OFF-RAMP
SH1 SOUTHBOUND SH1 NORTHBOUND SH1NORTHBOUND
ON-RAMP
1000 WIDEINSPECTIONACCESS
6 No 710 DIABORED PILE
6 No 710 DIABORED PILE
1 No 2200 DIABORED PILE
1 No 1800 DIAPIER COLUMN
263000 ALONG CENTRELINE
POSSIBLE WATERCARECULVERT EXTENSION
SEE NOTE 13 LANES 2 LANES3 LANES2 LANES
1080190018002600
1500
200
DECK
500
WIDTH - 13000
EGL
HEIG
HT V
ARIE
S70
50 T
O 11
250
4000SHLDR
3500LANE
3500LANE
2000SHLDR
TEXAS HTTL5 BARRIER
2.6m WIDE INTEGRALPIER HEADSTOCK
1800 DIA PIER COLUMN
LIGHTING COLUMN
7 No 1525 DEEPSUPER T BEAMS,1980 WIDE
2200 DIA BORED PILE
STORMWATERCATCHPIT
TYPICALSERVICECORRIDOR
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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29/11
/2016
3:14
:22 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESSH1 - SH18 WESTBOUND RAMP
250310 3PRE 3DES DRG 1345 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
PLAN1:500
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 SIZEA1
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CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
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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
14600 SPAN 14600 SPAN
3 LANESEASTBOUND
3 LANESWESTBOUND
(MODIFIED LAYOUT)
2900SHARED
USE PATHFOOTPATH
EXISTING CONCRETESOLDIER PILES ANDWALL PANELS
EXISTING PIERAND COLUMN
29200 ALONG CENTRELINE
EXISTING WINGWALLTO REMAIN
5150
MIN
CLEA
RANC
E
3300 3300 3500 3300 3000 3300
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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29/11
/2016
3:15
:47 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESCONSTELLATION DRIVE BRIDGE WIDENING
250310 3PRE 3DES DRG 1355 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
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)
EXISTING GROUND
2125CLEARSEE NOTE 1 AND SECTION A
FOR REDUCED CLEARANCEENVELOPE
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
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CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
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29/11
/2016
3:16
:37 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESCARIBBEAN DRIVE INTERSECTION BRIDGE
(UNDER SH18)
250310 3PRE 3DES DRG 1365 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
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.
1250
1300
1200
1250
1300
1250
1300
1200
1250
1300
RW
RWRW 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
ABUT
MENT
A
PIER
1
PIER
2
PIER
3
ABUT
MENT
B
SH18 / CONSTELLATION DRIVESH18 / CONSTELLATION DRIVE
PAUL MATTHEWS ROAD
53000 SPAN 342350 SPAN 2
25000 SPAN 4
20000 SPAN 1
EXPANSION JOINTAT ABUTMENT
EXPANSION JOINTAT ABUTMENT
PROPOSED DESIGNATION
53000 SPAN42350 SPAN
℄ PIER 2
25000 SPAN20000 SPAN
FSL 51.48FSL 53.21
℄ PIER 1
℄ PIER 3℄
ABUTMENT A℄
ABUTMENT B
FSL 52.66FSL 54.08FSL 54.23
SH18 EASTBOUND / CONSTELLATION DRIVE SH18 WESTBOUND / CONSTELLATION DRIVE
TEXAS HTTL5 BARRIER
6 No. 710 DIABORED PILES
6 No. 710 DIABORED PILES
1 No. 2200 DIABORED PILE (TYP)
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 SIZEA1
.
Filen
ame:
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Date:
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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 SIZEA1
.
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.
RWRW
RWRW
RWRW
RW
RW
RW
RW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
1600 1600
EXISTING DRAINAGE CULVERT
EXISTING STEEL ARMCO CULVERT FORMING PEDESWTRIAN UNDERPASS
EXIS
TING
CGB
RET
AINI
NG W
ALL T
O RE
MAIN
EXIS
TING
CGB
RET
AINI
NG W
ALL
TO
BE R
EPLA
CED
WIT
HL-
SHAP
E RC
RET
AINI
NG W
ALL
EXISTING CULVERT CUT BACK TOFIRST PIPE JOINT OR SUITABLEEXTENT AND NEW SECTIONADDED TO EXTEND CULVERT
EXISTING PATHWAY
EXISTING PATHWAY
TRACK ACCESS
SH18
WES
TBOU
ND SH18
EAS
TBOU
ND
EXISTING SHEET PILE RETAININGWALL ALONG PATHWAY TO BEMODIFIED TO SUIT NEW 'LSHAPED' RC RETAINING WALL
PROPOSED DESIGNATION
SHEET PILES TO BE REMOVEDAND EXISTING PATH WIDENED
NEW INSITU RC RETAINING WALLWITH REDUCED TOE
LENGTH AND BARRIER
EXISTING 3.2m Ø CULVERT CONCRETE TO BEEXTENDED TO SUIT NEW ROAD ALIGNMENT
NEW RC RETAINING WALLSEE TYPICAL L-SHAPED WALL DETAIL IN RETAINING WALL DRAWING SET
NEW RC RETAINING WALLSEE TYPICAL L-SHAPED WALL DETAIL IN RETAINING WALL DRAWING SET
TL5 BARRIER
SH18 SHOULDERSH18 MOTORWAY LANES
TL5 BARRIER
NEW INSITU RCRETAINING WALL/ HEADWALL
NEW INSITU RC RETAINING WALLWITH LOCALLY REDUCED TOELENGTH TO AVOID UNDERPINNINGEXISTING UNDERPASS
NEW BEDDING LAYERSEXISTING 3.2mØ STEEL ARMCO CULVERTINSTALLED AS PART OF PREVIOUS RETROFIT
MESH REINFORCEMENT INSTALLED BETWEENCULVERTS AS PART OF PREVIOUS RETROFIT
EXISTING ORIGINAL STEEL ARMCO CULVERT
FOOTPATHLEVEL
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
APPROX 5250 TO
CULVERT CUT LINE
1650APPROXEXTENSION
APPROX 3350
APPROX 1875
UNDERPASS
LENGTHENING
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
375.D
WG
29/11
/2016
3:18
:09 p.
m.NZ
AKL
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. WP REVSTAGE TYPE NUMBER DRAWING No.
SCALE SIZEA1
.
Filen
ame:
Plot
Date:
Offic
e:C:
\PW
_WOR
K\D0
3150
96\25
0310
-3PR
E-3D
ES-D
RG-1
375.D
WG
29/11
/2016
3:18
:09 p.
m.NZ
AKL
NORTHERN CORRIDOR IMPROVEMENTS
CIVIL STRUCTURESALEXANDRA STREAM PEDESTRIAN UNDERPASS
(UNDER SH18)
250310 3PRE 3DES DRG 1375 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
PLAN1:200
A-
ELEVATION A-1:75
0
SCALE 1:200
2 4 8m
B-
0
SCALE 1:75
1500750 3000mm
1-
SECTION B-1:75
DETAIL 1-1:75
PATH TO BE WIDENED
EXISTING SHEET PILESTO BE REMOVED