DRWG No. STRUCTURES · structures - drawing index and general notes s-021 okahu viaduct - general...
21
DRWG No. DRAWING TITLE STRUCTURES S-001 STRUCTURES - DRAWING INDEX AND GENERAL NOTES S-021 OKAHU VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-022 OKAHU VIADUCT - TYPICAL SECTION S-031 3NjHOI VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-032 3NjHOI VIADUCT - TYPICAL SECTION S-041 WATSON ROAD OVERPASS - GENERAL ARRANGEMENT - PLAN, LONGITUDINAL AND TYPICAL SECTION S-051 HIKAUAE VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-052 HIKAUAE VIADUCT - TYPICAL SECTION S-061 SCHEDEWYS VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-062 SCHEDEWYS VIADUCT - TYPICAL SECTION S-071 MOIRS HILL ROAD UNDERPASS - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-072 MOIRS HILL ROAD UNDERPASS - TYPICAL SECTION S-081 PERRY ROAD VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-082 PERRY ROAD VIADUCT - TYPICAL SECTION S-085 KAURI ECO VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-086 KAURI ECO VIADUCT - TYPICAL SECTION S-091 WYLLIE ROAD OVERPASS - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS S-092 WYLLIE ROAD OVERPASS - TYPICAL SECTION S-101 WOODCOCKS ROAD VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTION S-102 WOODCOCKS ROAD VIADUCT - TYPICAL SECTION S-111 CARRAN ROAD FLOOD RELIEF BRIDGE - GENERAL ARRANGEMENT - PLAN AND ELEVATION GENERAL NOTES 1. ALL MEASUREMENTS ARE IN METRES UNLESS OTHERWISE STATED. 2. ALL NAMED ROADS SHALL BE ASSUMED TO BE PUBLIC UNLESS STATED OTHERWISE. 3. AERIAL IMAGE FROM AUCKLAND COUNCIL AERIAL SURVEY, 2012. 4. DIGITAL TERRAIN MODEL PROCESSED FROM AERIAL SURVEY (MARCH 2010) TO NZTM PROJECTION. 5. EXISTING PROPERTY BOUNDARIES SOURCED FROM LINZ, APRIL 2013 UPDATE. ARA TNjHONO - PNjHOI TO WELLSFORD 3NjHOI TO WARKWORTH - FOR RMA APPROVALS APP'D A. MGR DATE AMD DESIGN REVIEW D. MGR REV'D PURPOSE OF ISSUE / AMENDMENT DESIGNED DRAWN DRAFTING CHECK REVIEWED DESIGN REVIEW DISCIPLINE MANAGER ALLIANCE MANAGER APPROVED SCALE CONTRACT No DRAWING No AMDT PA3748 DISCLAIMER The information shown on this drawing is solely for the purposes of supporting RMA applications for statutory approvals. All information shown is subject to review for compliance with approved consents and the outcomes of final design. NOT TO SCALE STRUCTURES DRAWING INDEX AND GENERAL NOTES S-001 0 SNP IH IH RET MRH TI ISSUE FOR NOR / CONSENT TI MRH RET 30/08/13 0 NOT TO SCALE
Transcript of DRWG No. STRUCTURES · structures - drawing index and general notes s-021 okahu viaduct - general...
DRWG No. DRAWING TITLESTRUCTURES
S-001 STRUCTURES - DRAWING INDEX AND GENERAL NOTES
S-021 OKAHU VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-022 OKAHU VIADUCT - TYPICAL SECTION
S-031 HOI VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-032 HOI VIADUCT - TYPICAL SECTION
S-041 WATSON ROAD OVERPASS - GENERAL ARRANGEMENT - PLAN, LONGITUDINAL AND TYPICAL SECTION
S-051 HIKAUAE VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-052 HIKAUAE VIADUCT - TYPICAL SECTION
S-061 SCHEDEWYS VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-062 SCHEDEWYS VIADUCT - TYPICAL SECTION
S-071 MOIRS HILL ROAD UNDERPASS - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-072 MOIRS HILL ROAD UNDERPASS - TYPICAL SECTION
S-081 PERRY ROAD VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-082 PERRY ROAD VIADUCT - TYPICAL SECTION
S-085 KAURI ECO VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-086 KAURI ECO VIADUCT - TYPICAL SECTION
S-091 WYLLIE ROAD OVERPASS - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONSS-092 WYLLIE ROAD OVERPASS - TYPICAL SECTION
S-101 WOODCOCKS ROAD VIADUCT - GENERAL ARRANGEMENT - PLAN AND LONGITUDINAL SECTIONS-102 WOODCOCKS ROAD VIADUCT - TYPICAL SECTION
S-111 CARRAN ROAD FLOOD RELIEF BRIDGE - GENERAL ARRANGEMENT - PLAN AND ELEVATION
GENERAL NOTES1. ALL MEASUREMENTS ARE IN METRES UNLESS OTHERWISE STATED.
2. ALL NAMED ROADS SHALL BE ASSUMED TO BE PUBLIC UNLESS STATED OTHERWISE.
3. AERIAL IMAGE FROM AUCKLAND COUNCIL AERIAL SURVEY, 2012.
4. DIGITAL TERRAIN MODEL PROCESSED FROM AERIAL SURVEY (MARCH 2010) TO NZTM PROJECTION.
5. EXISTING PROPERTY BOUNDARIES SOURCED FROM LINZ, APRIL 2013 UPDATE.
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
APP'DA. MGRDATEAMD
DESIGNREVIEW D. MGR
REV'D PURPOSE OF ISSUE / AMENDMENTDESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design. NOT TO SCALE
STRUCTURESDRAWING INDEX AND GENERAL NOTES
S-001 0SNP IH
IH RETMRH TI
ISSUE FOR NOR / CONSENTTI MRHRET30/08/130
NOT TO SCALE
N
R=1100m
R=1107m
WAIWERA LINK - TWO WAY TRAFFIC
EXISTING BILLING ROADACCESS DRIVEWAY TOBE RETAINED
PIER S1
PIER S2
PIER S3
PIER S4PIER S6
PIER N6PIER N4
PIER N3
PIER N2PIER S5
PIER N5
OKAHU ESTUARY
NORTHBOUND CARRIAGEWAY
PIER N1
CONTROL STRING MCS0ABUTMENT B
SOUTHBOUND CARRIAGEWAY
ABUTMENT A
PIER N7
PIER N7
RETAINING WALL TOPROTECT P TERRACE
MSE SLOPE
AS-022
AS-022
CHAINAGE
DESIGN SURFACE LEVEL
DATUM= -55.000
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0
OF A
BUTM
ENT
B
OF A
BUTM
ENT
A
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
70.0SPAN
70.0SPAN
70.0SPAN
70.0SPAN
50.0SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 520.0
50.0SPAN
70.0SPAN
OF P
IER
S6
HORIZONTAL SCALE 1:2000 @ A3VERTICAL SCALE 1:2000 @ A3
MHWS = 1.40m
6462
4.42
2
6458
2.42
2
6415
5.97
5
6411
3.97
5
6407
1.97
5
23.6
38
22.9
32
25.6
12
23.1
48
23.3
32
18.2
84
7.82
7
4.47
4
1.69
4
0.85
5
0.76
8
0.86
7
0.69
7
0.69
7
0.70
7
0.85
8
0.79
0
0.86
5
2.74
6
5.47
5
6.43
4
8.04
6
10.4
30
12.5
35
12.6
09
16.3
70
16.7
70
17.7
46
23.7
51
28.2
94
30.1
84
31.5
18
34.9
79
29.5
23
29.3
93
29.2
64
29.1
34
29.0
04
28.8
75
28.7
45
28.6
15
28.4
86
28.3
56
28.2
26
28.0
97
27.9
67
27.8
37
27.7
08
27.5
78
27.4
48
27.3
19
27.1
89
27.0
59
26.9
30
26.8
00
26.6
70
26.5
41
26.4
11
26.2
82
26.1
52
26.0
22
25.8
93
25.7
63
25.6
33
25.5
04
25.3
74
6464
0.00
0
6462
0.00
0
6460
0.00
0
6458
0.00
0
6456
0.00
0
6454
0.00
0
6452
0.00
0
6450
0.00
0
6448
0.00
0
6446
0.00
0
6444
0.00
0
6442
0.00
0
6440
0.00
0
6438
0.00
0
6436
0.00
0
6434
0.00
0
6432
0.00
0
6430
0.00
0
6428
0.00
0
6426
0.00
0
6424
0.00
0
6422
0.00
0
6420
0.00
0
6418
0.00
0
6416
0.00
0
6414
0.00
0
6412
0.00
0
6410
0.00
0
6408
0.00
0
6406
0.00
0
6404
0.00
0
6402
0.00
0
6400
0.00
0
70.0SPAN
6457
0.00
0
6443
0.00
0
6429
0.00
0
6415
0.00
0
OF P
IER
S7
BILL
ING
ROAD
DRIV
EWAY
SCALE 1:2,000 @ A3 SIZE
20100 40 50m30
PLANSCALE 1:2000 @ A3 SIZE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-021AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTOKAHU VIADUCT
TO WHANGAREI
TO AUCKLAND
7.0NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
EXISTING BED LEVEL
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
12.1
3.0SHOULDER
CONT
ROL S
TRIN
G MC
S0
DESIGN SURFACE LEVEL
4.0 x 2.5 REINFORCEDCONCRETE PIER
4.5
EXISTING BED LEVEL
3.5TRAFFIC LANE
3.5TRAFFIC LANE
2.5SHOULDER
13.63.0
SHOULDER
DESIGN SURFACE LEVEL
3.3
CONT
ROL S
TRIN
G MC
N0
MHWS = 1.4m
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
PRESTRESSED CONCRETEBOX GIRDER
4.0 x 2.5 REINFORCEDCONCRETE PIER
BORED PILEBORED PILE
3%3%
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-022AS SHOWN
TYPICAL SECTIONOKAHU VIADUCT
TYPICAL SECTIONAS-021 1:100 @ A3 SIZESCALE
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
HOI ROAD
HOI RIVER
STATE HIGHWAY 1
AS-032
AS-032
MSE SLOPE
PIER S1
ABUTMENT A
PIER S2PIER S3
PIER S4PIER S6
PIER N6 PIER N4 PIER N3
PIER N1
ABUTMENT BCONTROL STRING MCS0NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
PIER N2
PIER S5PIER S7
PIER N7
PIER S8
PIER N8
PIER S9
PIER N9
PIER N5
N
R=827m
R=820m
MSE SLOPE
CHAINAGE
DATUM = -30.000
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0
20.0SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 290.0
35.0SPAN
25.0SPAN
25.0SPAN
35.0SPAN
35.0SPAN
35.0SPAN
35.0SPAN
25.0SPAN
20.0SPAN
35.0SPAN
25.0SPAN
HOI R
OAD
6.0 (M
IN)
CLEA
RANC
E
MSE SLOPE
11
HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
16.6
67
12.3
00
9.43
3
9.79
5
4.42
2
0.50
0
2.54
6
2.59
1
1.57
3
1.23
5
2.18
2
3.31
5
6.45
0
8.06
0
8.95
7
18.8
53
18.9
17
19.0
08
19.1
26
19.2
70
19.6
38
19.8
62
20.1
13
20.3
90
20.6
94
21.0
25
21.3
82
21.7
67
22.1
77
22.6
15
6290
0.00
0
6288
0.00
0
6286
0.00
0
6284
0.00
0
6282
0.00
0
6280
0.00
0
6278
0.00
0
6276
0.00
0
6274
0.00
0
6272
0.00
0
6270
0.00
0
6268
0.00
0
6266
0.00
0
6264
0.00
0
6262
0.00
0
6260
0.00
0
0.50
119
.440
6269
0.00
0
6290
7.77
7
6288
7.77
7
6285
2.77
7
6282
7.77
7
6280
2.77
7
6279
2.77
7
6276
7.77
7
6273
2.77
7
6269
7.77
7
6266
2.77
7
6263
7.77
7
6261
7.77
7
OF A
BUTM
ENT
B
OF P
IER
S9
OF P
IER
S8
OF P
IER
S7
OF P
IER
S6
OF P
IER
N6
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
OF A
BUTM
ENT
A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-031AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENT
HOI VIADUCT
0 5 20 25m1510
SCALE 1:1,000 @ A3 SIZE
PLANSCALE 1:1000 @ A3 SIZE
TO WHANGAREI
TO AUCKLAND
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
12.1
DESIGN SURFACELEVEL
DESIGN SURFACE LEVEL INSITU CONCRETEDECK SLAB
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
1.525 DEEPT'ROFF BEAMS
3.0SHOULDER
3.5TRAFFIC LANE
3.5TRAFFIC LANE
2.5SHLD
13.63.0
SHOULDER
Ø 1.5 COLUMNØ 1.5 COLUMN
EXISTING SURFACE LEVELEXISTING SURFACE LEVEL
8.6
4%4%
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
CONT
ROL S
TRIN
G MC
N0
CONT
ROL S
TRIN
G MC
S0
1.525 DEEPT'ROFF BEAMS
BORED PILEBORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-032AS SHOWN
TYPICAL SECTIONHOI VIADUCT
TYPICAL SECTIONAS-031 1:100 @ A3 SIZESCALE
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
WATSON ROAD (PRIVATE)
ABUTMENT BNORTHBOUND CARRIAGEWAY
N
MSE SLOPE
MSE SLOPE
MSE SLOPE
WATSON ROAD (PRIVATE)REALIGNMENT
A-
A-
PROPOSEDSTORMWATER CULVERT
PROPOSEDSTORMWATER CULVERT
EXISTING SH1STORMWATER CULVERT
CONTROL STRING MCS0
MSE WALL
MSE WALL
ABUTMENT A
SOUTHBOUND CARRIAGEWAY
CHAINAGE
DESIGN SURFACE LEVEL
DATUM= 15.000
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
MSE SLOPE FACE
6016
0.00
0
6018
0.00
0
6020
0.00
0
6022
0.00
0
6024
0.00
0
6026
0.00
0
6028
0.00
0
35.3
35
35.2
59
35.1
83
35.1
07
35.0
31
34.9
55
34.8
79
27.2
27
22.9
53
18.3
86
21.5
07
24.6
81
30.9
35
35.1
02
BORED PILE
1.2 Ø COLUMNSLEEVED ABOVEPILECAP LEVEL
SETTLEMENT SLAB
DESIGN SURFACE LEVEL15.5
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.5SHLD
3%
1.5SHLD
MSE WALL FACEMSE WALL FACE
6.0 MIN
0.65 DEEP SINGLE HOLLOWCORE BEAMS WITH 0.2 INSITUCONCRETE DECK SLAB
7°7° TRAFFIC ENVELOPE1.26
SET BACK1.25
SET BACK
REINFORCED CONCRETE STRUT
3%
OF ABUTMENT B OF ABUTMENT A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-041AS SHOWN
PLAN, LONGITUDINAL AND TYPICAL SECTIONGENERAL ARRANGEMENTWATSON ROAD OVERPASS
TO WHANGAREI
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
0 1 4 5m32
SCALE 1:200 @ A3 SIZE
TYPICAL SECTIONA- 1:200 @ A3 SIZESCALE
PLANSCALE 1:1000 @ A3 SIZE
TO AUCKLAND
AS-052
AS-052
N
PIER S1PIER S2PIER S3PIER S4
PIER N5 PIER N4 PIER N3 PIER N1PIER N2
PIER S5
CONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
ABUTMENT AABUTMENT B
R=3000m
R=3150m
ACCESS TRACK REALIGNMENT
CHAINAGE
DATUM = 0.000
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0
20.0SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 180.035.0
SPAN35.0
SPAN35.0
SPAN35.0
SPAN20.0
SPAN
STREAM
4.5m
(MIN
)CL
EARA
NCE
HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
5936
0.00
0
5938
0.00
0
5940
0.00
0
5942
0.00
0
5944
0.00
0
5946
0.00
0
5948
0.00
0
5950
0.00
0
5952
0.00
0
5954
0.00
0
5956
0.00
0
5958
0.00
0
5960
0.00
0
5962
0.00
0
51.7
88
50.8
79
49.9
98
49.1
42
47.5
12
45.9
89
45.2
67
43.9
03
43.2
62
42.6
47
42.0
58
47.3
28
50.4
31
47.8
29
42.1
24
36.8
22
28.6
31
28.1
62
35.3
93
38.8
39
41.2
01
41.8
73
5958
7.77
7
5956
7.77
7
5953
2.77
7
5949
7.77
7
5946
2.77
7
5942
7.77
7
5940
7.77
7
ACCE
SS T
RACK
OF A
BUTM
ENT
B
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
OF A
BUTM
ENT
A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-051AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTHIKAUAE VIADUCT
0 5 20 25m1510
SCALE 1:1,000 @ A3 SIZE
TO WHANGAREITO AUCKLAND
PLANSCALE 1:1000 @ A3 SIZE
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
11.62.5
SHOULDER3.5
TRAFFIC LANE3.5
TRAFFIC LANE2.5
SHLD
11.61.0
SHLD
7m MIN(VARIES)
CONT
ROL S
TRIN
G MC
S0
DESIGN SURFACE LEVEL
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
3%
Ø 1.5 COLUMN
EXISTING SURFACE LEVEL
Ø 1.5 COLUMN
EXISTING SURFACE LEVEL
CONT
ROL S
TRIN
G MC
N0
1.525 DEEPT'ROFF BEAMS
BORED PILE
1.525 DEEP T'ROFFBEAMS
3%
BORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-052AS SHOWN
TYPICAL SECTIONHIKAUAE VIADUCT
TYPICAL SECTIONAS-051 1:100 @ A3 SIZESCALE
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
N
PIER S1PIER S2PIER S3PIER S4PIER S5
PIER N5 PIER N4 PIER N3 PIER N2 PIER N1
AS-062
AS-062
ABUTMENT A
CONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
R=3000m
R=3150m SOIL NAIL SLOPE
CHAINAGE
DESIGN SURFACE LEVEL
DATUM= 0.000
EXISTING SURFACE LEVEL
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 370.0
45.0SPAN
70.0SPAN
70.0SPAN
70.0SPAN
70.0SPAN
45.0SPAN
OF A
BUTM
ENT
B
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
OF A
BUTM
ENT
A
LONGITUDINAL SECTION ON CONTROL STRING MCS0
STREAMSTREAM
HORIZONTAL SCALE 1:2000 @ A3VERTICAL SCALE 1:2000 @ A3
NORTHBOUNDCARRIAGEWAY MCN0
5880
0.00
0
5884
0.00
0
5888
0.00
0
5890
0.00
0
5896
0.00
0
5898
0.00
0
5900
0.00
0
5902
0.00
0
5910
0.00
0
5916
0.00
0
5920
0.00
0
5922
0.00
0
5924
0.00
0
85.5
06
82.9
06
80.3
06
79.0
06
75.1
06
72.5
06
71.2
06
66.0
24
62.3
39
60.0
15
57.7
98
92.3
11
75.5
99
62.9
31
55.6
44
29.8
87
44.4
90
27.7
20
38.7
09
41.5
13
49.5
80
56.2
35
5884
2.77
7
5921
2.77
7
5916
7.77
7
5909
7.77
7
5902
7.77
7
5895
7.77
7
5888
7.77
7
SOUTHERNCARRIAGEWAY MCS0
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-061AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTSCHEDEWYS VIADUCT
TO WHANGAREI
TO AUCKLAND
SCALE 1:2,000 @ A3 SIZE
20100 40 50m30
PLANSCALE 1:2000 @ A3 SIZE
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
EXISTING SURFACE LEVEL
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
11.62.5
SHOULDER
3.5TRAFFIC LANE
3.5TRAFFIC LANE
2.5SHLD
11.61.0
SHLD
VARIES
CONT
ROL S
TRIN
G MC
S0
DESIGN SURFACE LEVEL
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
4.0 x 2.5 REINFORCEDCONCRETE PIER
4.0 x 2.5 REINFORCEDCONCRETE PIER
CONT
ROL S
TRIN
G MC
N0
EXISTING SURFACE LEVEL
PRESTRESSED CONCRETEBOX GIRDER
BORED PILE
3%
3%
BORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-062AS SHOWN
TYPICAL SECTIONSCHEDEWYS VIADUCT
TYPICAL SECTIONAS-061 1:100 @ A3 SIZESCALE 0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
N
AS-072
AS-072
CONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
PIER 2 PIER 1PIER 3
MOIRS HILL ROAD
ABUTMENT AABUTMENT B
CONTROL STRING MCM0
MOIRS HILL ROAD REALIGNMENT
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
DATUM= 150.000
CHAINAGE
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCM0
1320
.000
1340
.000
1360
.000
1380
.000
1400
.000
1420
.000
1440
.000
1460
.000
1480
.000
191.
845
192.
145
192.
445
192.
745
193.
045
193.
345
193.
645
193.
996
194.
822
196.
221
192.
215
194.
880
202.
966
207.
922
207.
575
203.
651
198.
127
194.
211
193.
498
194.
883
1453
.000
1471
.509
1495
.479
1500
.000
1368
.000
1383
.000
1408
.000
1433
.000
20.0SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCM0 = 85.025.0
SPAN25.0
SPAN15.0
SPAN
6.0m
(MIN
)CL
EARA
NCE
HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
6.0m
(MIN
)CL
EARA
NCE
OF A
BUTM
ENT
A
OF P
IER
S1
OF P
IER
S2
OF P
IER
S3
OF A
BUTM
ENT
B
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA TUHONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-071AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTMOIRS HILL ROAD UNDERPASS
TO AUCKLAND
TO WHANGAREI
0 5 20 25m1510
SCALE 1:1,000 @ A3 SIZE
PLANSCALE 1:1000 @ A3 SIZE
Ø 1.5 COLUMN
EXISTING SURFACE LEVEL
3.5TRAFFIC LANE
3.5TRAFFIC LANE
0.5SHLD
10.70.5
SHLD
CONT
ROL S
TRIN
G MC
M0
DESIGNSURFACE LEVEL
1.6FOOTPATH
TL4 BARRIER 1.1m HIGH
1.225 DEEP T'ROFFBEAMS
0.8
BORED PILE
3%3%
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA TUHONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-072AS SHOWN
TYPICAL SECTIONMOIRS HILL ROAD UNDERPASS
TYPICAL SECTIONAS-071 1:100 @ A3 SIZESCALE 0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
PIER S1PIER S2PIER S3PIER S4
PIER S6
PIER N6
PIER N4 PIER N3PIER N1
AS-082
AS-082
PIER N2
PIER S5
PIER N5
PIER S7
PIER N7
N
ABUTMENT A
R=5000m
R=5007mMSE SLOPE
MSE SLOPE
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
CONTROL STRING MCS0
ABUTMENT B
CHAINAGE
DESIGN SURFACE LEVEL
DATUM= 0.000
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0HORIZONTAL SCALE 1:2000 @ A3VERTICAL SCALE 1:2000 @ A3
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 510.0
45.0SPAN
70.0SPAN
70.0SPAN
70.0SPAN
70.0SPAN
45.0SPAN
70.0SPAN
70.0SPAN
OF P
IER
S2
OF P
IER
S1
5304
0.00
0
5306
0.00
0
5308
0.00
0
5310
0.00
0
5312
0.00
0
5314
0.00
0
5316
0.00
0
5318
0.00
0
5320
0.00
0
5322
0.00
0
5324
0.00
0
5326
0.00
0
5328
0.00
0
5330
0.00
0
5332
0.00
0
5334
0.00
0
5336
0.00
0
5338
0.00
0
5340
0.00
0
5342
0.00
0
5344
0.00
0
5346
0.00
0
5348
0.00
0
5350
0.00
0
5352
0.00
0
5354
0.00
0
5356
0.00
0
5358
0.00
0
5360
0.00
0
80.3
07
80.7
57
81.2
07
81.6
57
82.1
07
82.5
58
83.0
38
83.5
57
84.1
17
84.7
17
85.3
56
86.0
36
86.7
56
87.5
15
88.3
15
89.1
55
90.0
34
90.9
54
91.9
14
92.9
08
93.9
08
94.9
08
95.9
08
96.9
08
97.9
08
98.9
08
99.9
08
100.
896
101.
865
61.5
00
59.3
46
61.7
31
62.4
14
62.4
46
62.1
57
61.6
63
57.6
07
54.8
32
51.8
13
47.6
69
45.1
53
45.1
75
45.7
68
45.5
27
45.1
88
42.6
17
43.7
64
44.7
95
47.5
62
49.4
54
51.5
08
52.7
26
53.9
08
55.4
47
57.5
26
62.2
48
69.1
52
73.8
86
5362
0.00
0
5364
0.00
0
5366
0.00
0
5368
0.00
0
102.
817
103.
752
104.
668
105.
567
73.8
86
76.0
69
76.5
82
72.8
99
77.8
11
5365
0.00
0
5360
5.00
0
5353
5.00
0
5346
5.00
0
5339
5.00
0
5332
5.00
0
5325
5.00
0
5318
5.00
0
OF A
BUTM
ENT
B
MSE SLOPE
11
OF P
IER
S7
OF P
IER
S6
OF P
IER
S5
APPROX. EXTENT OF STREAMS
OF P
IER
S4
OF P
IER
S3
OF A
BUTM
ENT
A MSE SLOPE
11
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-081AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTPERRY ROAD VIADUCT
SCALE 1:2,000 @ A3 SIZE
20100 40 50m30
TO WHANGAREI
TO AUCKLAND
PLANSCALE 1:10000 @ A3 SIZE
7.0
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
11.62.5
SHOULDER3.5
TRAFFIC LANE3.5
TRAFFIC LANE2.5
SHOULDER
11.61.0
SHLD
CONT
ROL S
TRIN
G MC
S0
DESIGN SURFACE LEVEL
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
4.0 x 2.5 REINFORCEDCONCRETE PIER
4.0 x 2.5 REINFORCEDCONCRETE PIER
3% 3%
CONT
ROL S
TRIN
G MC
N0
EXISTING SURFACE LEVEL EXISTING SURFACE LEVEL
PRESTRESSED CONCRETEBOX GIRDER
BORED PILEBORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-082AS SHOWN
TYPICAL SECTIONPERRY ROAD VIADUCT
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
TYPICAL SECTIONAS-081 1:100 @ A3 SIZESCALE
PIER S1PIER S3 PIER S2PIER S4PIER S6
PIER N4 PIER N3 PIER N1
AS-086
AS-086
PIER N2
PIER S5
PIER N5
N
ABUTMENT A
ABUTMENT B
CONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
PIER N6
PIER S7
PIER N7
R=1620
R=1627
PROPOSED STREAM DIVERSION
MSE SLOPE
CHAINAGE
DATUM= 50.000
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
5190
0.00
0
5192
0.00
0
5194
0.00
0
5196
0.00
0
5198
0.00
0
5200
0.00
0
5202
0.00
0
5204
0.00
0
5206
0.00
0
5208
0.00
0
5210
0.00
0
5212
0.00
0
5214
0.00
0
5216
0.00
0
5218
0.00
0
5220
0.00
0
5222
0.00
0
5224
0.00
0
57.9
96
58.1
56
58.3
16
58.4
76
58.6
36
58.7
96
58.9
56
59.1
16
59.2
76
59.4
60
59.6
85
59.9
49
60.2
54
60.5
98
60.9
83
61.4
07
61.8
57
62.3
07
59.5
78
64.7
47
65.3
09
60.7
53
55.2
28
51.1
20
47.2
08
40.7
36
39.0
52
40.5
98
41.9
08
44.1
54
46.1
98
47.0
88
47.6
57
47.5
72
46.5
58
46.0
01
5190
0.00
0
5194
9.76
4
5208
5.00
0
5212
7.90
9
5219
5.00
0
5219
5.00
0
5217
5.00
0
5214
5.00
0
5211
5.00
0
5205
5.00
0
5202
5.00
0
5199
5.00
0
5197
5.00
0
20.0SPAN
BRIDGE ON CURVE30.0
SPAN30.0
SPAN20.0
SPAN30.0
SPAN30.0
SPAN30.0
SPAN30.0
SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCM0 = 220.0
TRANSITION BRIDGE ON STRAIGHT
APPROX. WIDTH OF STREAM1
2
OF A
BUTM
ENT
B
OF P
IER
S7
OF P
IER
S6
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
OF A
BUTM
ENT
A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-085AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTKAURI ECO VIADUCT
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
TO WHANGAREI
TO AUCKLAND
PLANSCALE 1:1000 @ A3 SIZE
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
12.1
DESIGN SURFACE LEVEL DESIGN SURFACE LEVEL INSITU CONCRETEDECK SLAB
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
1.525 DEEP T'ROFFBEAMS
3.0SHOULDER
3.5TRAFFIC LANE
3.5TRAFFIC LANE
2.5SHLD
13.63.0
SHOULDER
Ø 1.5 COLUMNØ 1.5 COLUMN
EXISTING SURFACE LEVELEXISTING SURFACE LEVEL
7.0
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
CONT
ROL S
TRIN
G MC
S0
CONT
ROL S
TRIN
G MC
N0
BORED PILE
1.525 DEEP T'ROFFBEAMS
3% 3%
BORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-086AS SHOWN
TYPICAL SECTIONKAURI ECO VIADUCT
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0TYPICAL SECTIONA
S-085 1:100 @ A3 SIZESCALE 1 :
N
ABUTMENT B
CONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
AS-092
AS-092
WYLLIE ROAD
MSE WING WALLS
MSE WING WALLS
ABUTMENT A
CONTROL STRING MCY0
DATUM= 31.000
4996
0.00
0
4998
0.00
0
5000
0.00
0
5002
0.00
0
43.0
02
43.1
02
43.2
02
43.3
02
33.5
26
33.4
77
34.0
76
34.2
81
CHAINAGE
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
LONGITUDINAL SECTION ON CONTROL STRING MCS0
CHAINAGE
DESIGN SURFACE LEVEL
140.
000
160.
000
180.
000
200.
000
220.
000
240.
000
260.
000
34.0
07
33.9
07
33.9
61
34.5
04
35.5
47
37.0
89
39.0
46
34.0
47
33.8
52
33.8
85
34.2
28
35.4
02
37.0
40
39.1
00
184.
076
226.
402
LONGITUDINAL SECTION ON CONTROL STRING MCY0
DATUM= 15.000
EXISTING SURFACE LEVEL
CONT
ROL S
TRIN
G MC
N0
CONT
ROL S
TRIN
G MC
S0
DESIGN SURFACELEVEL
5.5 MIN
SOUTHBOUNDNORTHBOUND
22.1 22.1
44.3
MSE WALL WITHPRECAST FACINGPANEL
MSE WALLFOUNDATION
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
N
ABUTMENT B
CONTROL S
TRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
AS-09
2
AS-09
2
WYLLIE ROAD
ABUTMENT A
CONTROL STRING MCY0
MSE WING WALLS
MSE WING WALLS
PROPOSED PROPERTYACCESS FROM WYLLIE ROAD
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-091AS SHOWN
PLAN AND LONGITUDINAL SECTIONSGENERAL ARRANGEMENTWYLLIE ROAD OVERPASS
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
PLANSCALE 1:1000 @ A3 SIZE
PLANSCALE 1:1000 @ A3 SIZE
TO AUCKLAND
TO AUCKLAND
TO WHAN
GAREI
TO WHANGAREI
3.0TRAFFIC LANE
3.0TRAFFIC LANE
0.2SHOULDER
12.8
DESIGN SURFACE LEVEL
1.25SET BACK
2.8PEDESTRIAN ACCESS
SETTLEMENT SLAB
REINFORCED CONCRETEABUTMENT WALL(MONOLITHIC TO DECK)
0.65 DEEP SINGLE HOLLOW COREBEAMS WITH 0.2 INSITU REINFORCEDCONCRETE TOPPING
0.9
1.25SET BACK
CONTROL LINE MCY05.5 MIN
BORED PILE
3% 3%
0.6 DISHCHANNEL
0.2SHOULDER
0.6 DISHCHANNEL
BORED PILE
SETTLEMENT SLAB
REINFORCED CONCRETEABUTMENT WALL(MONOLITHIC TO DECK)
OF A
BUTM
ENT
B
OF A
BUTM
ENT
A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-092AS SHOWN
TYPICAL SECTIONWYLLIE ROAD OVERPASS
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
SECTIONAS-091 1:100 @ A3 SIZESCALE
PIER S1PIER S2PIER S3PIER S4PIER S6
PIER N4 PIER N3
PIER N1
AS-102
AS-102
PIER N2
PIER S5
PIER N5
N
CARRAN ROAD
WOO
DCOC
KS R
OAD
ABUTMENT A
ABUTMENT BCONTROL STRING MCS0
NORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
R=1357m
R=1350m
PIER N6
PIER S7
PIER N7
PIER S8
MSE SLOPE
4898
0.00
0
4900
0.00
0
4902
0.00
0
4904
0.00
0
4906
0.00
0
4908
0.00
0
4910
0.00
0
4912
0.00
0
4914
0.00
0
4916
0.00
0
4918
0.00
0
4920
0.00
0
4922
0.00
0
4924
0.00
0
4926
0.00
0
44.2
54
43.8
45
43.4
17
43.0
08
42.6
26
42.2
70
41.9
41
41.6
39
41.3
63
41.1
14
40.8
92
40.6
96
40.5
27
40.3
85
40.2
69
44.5
17
41.8
48
38.7
79
31.1
96
31.5
62
31.8
84
31.6
80
31.7
62
31.6
38
32.0
48
32.1
60
31.8
08
32.2
59
32.1
75
32.1
35
CHAINAGE
DATUM= 0.000
DESIGN SURFACE LEVEL
EXISTING SURFACE LEVEL
4928
0.00
040
.180
40.1
18
32.5
34
32.7
2249
300.
000
LONGITUDINAL SECTION ON CONTROL STRING MCS0
20.0SPAN
OVERALL LENGTH OF DECK CONTROL LINE MCS0 = 280.035.0
SPAN35.0
SPAN35.0
SPAN35.0
SPAN35.0
SPAN35.0
SPAN25.0
SPAN25.0
SPAN
4926
2.00
040
.260
32.1
85
4924
2.00
040
.373
32.1
71
4920
7.00
040
.634
31.1
94
4917
2.00
040
.978
32.1
67
4913
7.00
041
.403
32.5
69
4910
2.00
041
.910
31.7
23
4906
7.00
042
.498
32.3
37
4903
2.00
043
.169
33.5
73
4900
7.00
0
4898
2.00
0
STREAM
WOO
DCOC
KS R
OAD
STREAM
HORIZONTAL SCALE 1:1000 @ A3VERTICAL SCALE 1:1000 @ A3
6.0 (M
IN)
CLEA
RANC
E
MSE SLOPE
11
NORTHBOUNDABUTMENT A
OF A
BUTM
ENT
B
OF P
IER
S8
OF P
IER
S7
OF P
IER
S6
OF P
IER
S5
OF P
IER
S4
OF P
IER
S3
OF P
IER
S2
OF P
IER
S1
OF A
BUTM
ENT
A
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-101AS SHOWN
PLAN AND LONGITUDINAL SECTIONGENERAL ARRANGEMENTWOODCOCKS ROAD VIADUCT
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
PLANSCALE 1:1000 @ A3 SIZE
TO WHANGAREI
TO AUCKLAND
3.5TRAFFIC LANE
3.5TRAFFIC LANE
1.0SHLD
12.1
DESIGN SURFACE LEVELDESIGN SURFACE LEVEL INSITU CONCRETE
DECK SLAB
TL5 BARRIER WITHTEXAS TYPE 'HT' RAIL
1.525 DEEP T'ROFFBEAMS
3.0SHOULDER
3.5TRAFFIC LANE
3.5TRAFFIC LANE
2.5SHLD
13.63.0
SHOULDER
Ø 1.5 COLUMNØ 1.5 COLUMN
EXISTING SURFACE LEVELEXISTING SURFACE LEVEL
7.0
NORTHBOUND VIADUCTSOUTHBOUND VIADUCT
CONT
ROL S
TRIN
G MC
S0
CONT
ROL S
TRIN
G MC
N0
BORED PILE
1.525 DEEP T'ROFFBEAMS
3%3%
BORED PILE
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-102AS SHOWN
TYPICAL SECTIONWOODCOCKS ROAD VIADUCT
0
SCALE 1:100 @ A3 SIZE
0.5 2.0 2.5m1.51.0
TYPICAL SECTIONAS-101 1:100 @ A3 SIZESCALE 1 :
33.000
33.000
33.000
33.500
33.50
0
33.500
33.500
33.500
33.500
34.500
34.500
34.500
35.000
35.000
35.00
0
35.500
35.50035.500
36.500
37.000
37.000
37.500
38.500
39.000 39.500 40.500
41.500
42.500
34.500
35.00035.5
00
36.500
37.00
0
37.50
0
34.000
34.000
34.000
34.000
36.000
36.000
38.000
40.000
42.000
36.000
38.00
0
33.000
33.000
33.000
33.500
33.50
0
33.500
33.500
33.500
33.500
34.500
34.500
34.500
35.000
35.000
35.00
0
35.500
35.50035.500
36.500
37.000
37.000
37.500
38.500
39.000 39.500 40.500
41.500
42.500
34.500
35.00035.5
00
36.500
37.00
0
37.50
0
34.000
34.000
34.000
34.000
36.000
36.000
38.000
40.000
42.000
36.000
38.00
0
N
FARM ACCESS
A-
EXTENT OF 100YEAR FLOOD(RL = 35.5m)
EXTENT OF 100YEAR FLOOD(RL = 35.5m)
ABUTMENT B ABUTMENT ANORTHBOUND CARRIAGEWAY
SOUTHBOUND CARRIAGEWAY
PROPOSED STREAM DIVERSION
A-
MSE WALL
MSE WALL
RL 34.75
11
RL 35.50 100 YEAR FLOOD PLAIN 1.2 Ø COLUMN SLEEVEDABOVE PILECAP LEVEL
SETTLEMENT SLAB
DESIGN SURFACE LEVEL
MSE WALL
7°5.0
FARM ACCESS
66.022.0 22.0
CH 4
8260
m
6.0CL
EARA
NCE
0.65 DEEP SINGLE HOLLOW COREBEAMS WITH 0.2 INSITU REINFORCEDCONCRETE TOPPING
22.0
CH 4
8284
.70m
CH 4
8306
.70m
CH 4
8328
.70m
CH 4
8262
.70m
(LHS
EDG
E OF
CAR
RIAG
EWAY
)
1.0 10.5
OF ABUTMENT B OF ABUTMENT AOF PIER 2 OF PIER 1
RL 34.00
APP'DA. MGRDATEAMD DESIGN
REVIEW D. MGRREV'D
ARA T HONO - P HOI TO WELLSFORD
HOI TO WARKWORTH - FOR RMA APPROVALS
DESIGNED
DRAWN DRAFTING CHECK REVIEWED
DESIGN REVIEW
DISCIPLINE MANAGER ALLIANCE MANAGERAPPROVED
SCALE CONTRACT No DRAWING No AMDT
PA3748
DISCLAIMERThe information shown on this drawing issolely for the purposes of supporting RMAapplications for statutory approvals.All information shown is subject to reviewfor compliance with approved consentsand the outcomes of final design.
PURPOSE OF ISSUE / AMENDMENT
ISSUE FOR NOR / CONSENTTIMRHRET30/08/130TIMRH
RET IH
IH SP / AN
0S-111AS SHOWN
PLAN AND ELEVATIONGENERAL ARRANGEMENTCARRAN ROAD FLOOD RELIEF BRIDGE
0 5 20 25m1510
SCALE 1:1000 @ A3 SIZE
TYPICAL SECTIONA- 1:400 @ A3 SIZESCALE
0 2 8 10m64
SCALE 1:400 @ A3 SIZE
TO WHANGAREI
TO AUCKLAND
PLANSCALE 1: 1000 @ A3 SIZE
