Appendix A Rail Alignment Concept Drawings
Appendix A Rail Alignment Concept Drawings
47.136
R=130.000m L=22.718m
CLIENT L=1
L=135.496m G=-0.000
5.00 62.136
0m
L=1 5 .000
R=4224.341m L=110.000m 221.496
m
111.496
.000
24.418
m
77.136
R=-130.000m L=223.945m
REV DATE
D C B A 13.12.12 15.10.12 12.10.12 30.07.12 301.081
REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE L=20 .000 m
APPROVED
M. RUTTER M. RUTTER M. RUTTER M. RUTTER
J. HOLLOWAY DRAWN
M. RUTTER B. HOURIGAN
DESIGNED
CHECKED
APPROVED
T. PANG
DATE
TITLE
PROJECT
CITY RAIL LINK
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 1 OF 10
4.049 4.309 4.569 4.830
21.243 21.358 21.412 21.562
5.611
3.788
21.139
5.351
3.528
21.013
22.092
3.267
20.870
AS SHOWN
670.000
660.000
650.000
640.000
630.000
620.000
610.000
600.000
590.000
580.000
570.000
WYNDHAM STREET
REET ALBERT ST
22.051
3.007
20.707
560.000
550.000
LONG SECTION
5.090
2.747
20.446
AL DER
540.000
SWANSON STREET
LS L M IL
ANE
M DHA WYN
100m
ON GST KIN
EET S TR
E STR
ET
STR
EET
ET TRE IA S R O T VIC
ET
ST WE
TRE MS DHA N Y W
N NSO SWA
EET
530.000
520.000
510.000
500.000
490.000
480.000
470.000
460.000
450.000
T E TRE SS TOM CUS T S WE
0m HAM DUR T S WE
T EAS EET R T SS T OM CUS
E STR
E STR RIA O T VIC
ET
L
21.901
2.486
20.232
1.184
18.978
2.226
0.924
18.694
1.965
0.664
18.424
19.955
0.403
18.219
19.736
0.143
17.997
1.705
-0.118
17.567
440.000
HORIZONTAL 1:100 (A1) VERTICAL 1:200 (A1)
19.465
-0.378
17.017
430.000
CUSTOMS STREET WEST
QUEEN STREET
EET
1.445
-0.638
16.465
420.000
410.000
400.000
390.000
380.000
370.000
360.000
350.000
340.000
330.000
320.000
310.000
300.000
290.000
280.000
270.000
260.000
250.000
240.000
230.000
220.000
210.000
200.000
190.000
180.000
170.000
160.000
150.000
140.000
130.000
120.000
110.000
100.000
90.000
80.000
70.000
STR
19.227
-0.899
15.916
-4.024
9.135
-1.159
-4.284
8.536
-1.420
-4.544
7.942
15.343
-4.805
7.525
14.779
-5.065
7.203
-1.680
-5.326
6.976
-1.940
-5.586
6.559
14.225
-5.846
6.136
13.670
-6.107
5.690
-2.201
-6.352
5.248
-2.461
-6.573
4.824
13.127
-6.771
4.410
12.575
-6.945
4.008
-2.722
-7.095
3.750
12.023
-7.222
3.537
-2.982
-7.325
3.499
-3.242
-7.404
3.499
11.437
-7.459
3.499
10.852
-7.491
3.499
-3.503
-7.500
3.499
10.281
-7.500
3.499
-3.763
-7.500
3.499
9.726
-7.500
-7.500
3.499
3.499
60.000
50.000
40.000
30.000
20.000
10.000
0.000
-10.000
-24.000 -20.000
SCALE 1:1000
321.081
-7.500
3.499 -7.500
-7.500
3.499
-7.500
3.499
-7.500
3.499
3.499
-7.500
3.499
4.418
-7.500
-7.500
3.499
3.499
-7.500 -7.500
3.544 3.513
-24.000
EET STR
-24m
-24.000
40m
RT STR
T2 H EE OS
L=20
E ALB RT
T FER
VERTICAL GEOMETRY L=28.418m
CRL UP MAIN (MC30)
E ALB
- RE
HORIZONTAL GEOMETRY E LAN
LINE
LS MIL
CUT
EXISTING SURFACE LEVELS
HAM
m
CRL UP LEVELS T
m
EXISTING GROUND LEVEL
E RE
6 00
INDICATIVE NEW STRUCTURE
ST
m 500
INDICATIVE PROPOSED ALIGNMENT
E DUR
70 0
BRITOMART STATION N EE QU
m
CHAINAGE
AN
L RT FO
400
Level Datum =-8.000
T
20
EE
0
TR
AY QU
TS
ENT CT
300m
10
m
LEGEND 200
00/00/00
OR
EXT OF JE PRO ANE
S TEA
AO
STR EET
FE
1:1000 (A1)
PLAN
ALBERT STREET
TR RT S ALBE EET
PROPOSED RAIL LEVEL
BRITOMART STATION
L=379.234m
G=2.604 L=541.427m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-001 D
SCALE
228072 SIZE
DRAWING No. REV
A1
TAT
I
TRE LS ERA D E F
00/00/00
VERTICAL GEOMETRY G=2.604 L=541.427m
CLIENT L=20.000m
760.315 L=23.265m 783.580
L=20.000m
803.580 R=480.000m L=20.007m
L=84.048m R=-4000.995m 823.587
L=20.000m
843.587
L=150.815m
G=0.503 L=144.812m
REV DATE
D C B A 13.12.12 15.10.12 12.10.12 30.07.12 REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE 994.402
L=35.000 m
1029.402
R=164.000m L=62.000m
APPROVED
M. RUTTER M. RUTTER M. RUTTER M. RUTTER 1091.402
J. HOLLOWAY DRAWN
M. RUTTER
L=35.000 m
R=6500.000m L=149.299m
B. HOURIGAN
DESIGNED
CHECKED
APPROVED
T. PANG
DATE
1126.402
L=42.610m L=35.000m
1204.012
9.215 9.295 9.352 9.402 9.452 9.503 9.553 9.603 9.654 9.704 9.754 9.805 9.855 9.905 9.956 10.006 10.056 10.112 1000.000
22.190 22.550 24.907 25.091 25.225 25.411 25.499 25.499 25.499 25.499 25.499 25.499 25.499 25.153 25.209 25.365 25.282 24.962
11.511 1100.000 11.735 1110.000
24.910 25.749
R=-220.000m L=61.936m
TITLE
17.821 1330.000 18.101 1340.000 18.381 1350.000 18.661 1360.000 18.941 1370.000
36.800 36.999 37.185 37.550
15.861 1260.000 34.712
36.547
15.581 1250.000 34.333
17.541 1320.000
15.301 1240.000 33.908
17.261 1310.000
15.021 1230.000 33.472
36.001
14.741 1220.000 33.059
35.921
14.461 1210.000 32.650
16.981 1300.000
14.181 1200.000 32.269
35.999
13.901 1190.000 31.781
16.701 1290.000
13.621 1180.000 31.285
35.678
13.341 1170.000 30.835
16.421 1280.000
13.061 1160.000 30.214
35.361
12.781 1150.000 29.247
16.141 1270.000
12.501 1140.000 28.522
WELLESLEY STREET WEST
1:1000 (A1)
PLAN
SCALE 1:1000
CUT LINE
- REFER
COOK STREET
WELLESLEY STREET WEST
VINCENT
35.050
12.230 1130.000 27.655
11.975 1120.000
11.302 1090.000 24.199
26.655
11.108 1080.000 23.744
10.619 1050.000 23.361
10.930 1070.000
10.487 1040.000 23.505
23.430
10.370 1030.000
23.777
10.767 1060.000
10.269 1020.000
24.080
23.329
10.183 1010.000
24.504
990.000
980.000
970.000
960.000
950.000
940.000
930.000
920.000
910.000
900.000
890.000
880.000
870.000
860.000
850.000
840.000
830.000
820.000
3
STREET TO SHEE T
LD
A OR AY
PROJECT
CITY RAIL LINK
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 2 OF 10
L=35.000m
1300.948
9.110
22.189
810.000
800.000
VICTORIA STREET WEST
CUT LINE - REFER TO SHEET 1
KINGSTON STREET
MA YO
1265.948
8.980
23.205
VICTORIA STREET WEST
MAYOR
1169.012
8.824
23.264
790.000
780.000
8.644
770.000
760.000
8.439
7.955
23.696
750.000
23.564
7.694
23.622
740.000
23.629
7.434
23.605
730.000
720.000
8.209
7.173
23.505
710.000
700.000
690.000
680.000
23.632
6.913
23.386
22.856 6.653
6.392
22.326
23.153
6.132
22.389
40m
1141.082
740.315
R=-480.000m L=20.000m
991.784
720.315
L=20.000m
846.971
L=379.234m
762.923
HORIZONTAL GEOMETRY 700.315
5.871
EXISTING SURFACE LEVELS ALBERT STREET
DURHAM STREET WEST
VICTORIA STREET WEST
WELLESLEY STREET
MYERS STREET
CRL UP MAIN (MC30)
HORIZONTAL 1:100 (A1) VERTICAL 1:200 (A1) VINCENT
1400m
EXISTING GROUND LEVEL FEDERAL STREET
1300m
CRL UP LEVELS FEDERAL STREET DR IVE
0m
CHAINAGE RA L
120
ET ALBERT STRE ALBERT STREET
0m
20
110
FEDERAL STREET
1000m
FEDERAL STREET 900m
0
800m
10
700m
AOTEA STATION LEGEND INDICATIVE PROPOSED ALIGNMENT
INDICATIVE NEW STRUCTURE
E RIV
M
VINCENT
AS SHOWN
STREET
LONG SECTION
STREET
AL DRIV E
AOTEA BOX STRUCTURE
AOTEA STATION
PROPOSED RAIL LEVEL
Level Datum =4.000
L=157.314m G=2.800 L=589.373m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-002 D
SCALE
228072 SIZE
DRAWING No. REV
A1
VERTICAL GEOMETRY CLIENT R=-250.000m L=91.171m
REV DATE
D C B A 13.12.12 15.10.12 12.10.12 30.07.12 L=35.000m 1619.433
G=2.800 L=589.373m
REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE APPROVED
M. RUTTER M. RUTTER M. RUTTER M. RUTTER L=91.870m R=-5115.800m
J. HOLLOWAY DRAWN
M. RUTTER B. HOURIGAN
DESIGNED
CHECKED
APPROVED
T. PANG
DATE
G=1.004 L=169.660m
PROJECT
CITY RAIL LINK TITLE
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 3 OF 10
27.902 1690.000 28.182 1700.000 28.462 1710.000 28.742 1720.000 29.022 1730.000 29.293 1740.000 29.545 1750.000 29.777 1760.000 29.989 1770.000 30.182 1780.000 30.356 1790.000 30.510 1800.000 30.644 1810.000 30.759 1820.000 30.860 1830.000 30.960 1840.000 31.060 1850.000 31.161 1860.000 31.261 1870.000 31.362 1880.000 31.462 1890.000 31.563 1900.000 31.663 1910.000 31.764 1920.000 31.864 1930.000 31.964 1940.000 32.065 1950.000 32.165 1960.000 32.266 1970.000 32.366 1980.000 32.467 1990.000 32.573 2000.000 32.700 2010.000 32.846 2020.000 33.013 2030.000
55.982 56.950 58.188 58.983 59.144 59.259 59.072 62.537 62.998 62.998 62.998 63.638 63.965 63.895 64.252 64.548 64.574 63.495 63.333 64.009 64.750 64.998 64.749 64.173 63.276 62.248 61.087 60.069 58.945 58.195 57.721 56.786 55.362 54.434 53.884
L=415.378m
33.632 2060.000 33.879 2070.000
53.349 53.362
T ST
33.406 2050.000
RE
EAS
53.377
QU A
KARANGAHAPE ROAD
FO RD S
RE S
BE
CROSS STREET
GREYS AVE
PLAN
L=35.000m
AS SHOWN
2069.811
27.622 1680.000
55.262
EET
E - REFE CUT LIN
E
33.199 2040.000
27.342 1670.000
54.689
1:1000 (A1)
LAN
53.455
27.062 1660.000
54.050
T
2034.811
26.782 1650.000
53.931
25.102 1590.000
49.999
26.502 1640.000
24.822 1580.000
50.082
52.550
24.542 1570.000
46.999
26.222 1630.000
24.262 1560.000
47.791
50.499
23.982 1550.000
48.254
25.942 1620.000
23.702 1540.000
47.499
50.499
23.422 1530.000
46.653
25.662 1610.000
23.142 1520.000
46.025
25.382 1600.000
22.862 1510.000
45.210
50.439
22.582 1500.000
44.544
49.999
22.302 1490.000
43.731
PITT STR
1991.985
L=35.000m 1584.433
22.022 1480.000
ENT VINC
1493.262
21.742 1470.000
21.182 1450.000
40.864
42.975
20.902 1440.000
40.297
42.195
20.622 1430.000
39.937
21.462 1460.000
20.342 1420.000
39.320
41.482
20.062 1410.000
38.890
PITT STREE
AV EN UE
1822.325
L=157.314m 1458.262
19.781 1400.000
38.500
CY L ANE
PER
40m
1730.455
HORIZONTAL GEOMETRY 19.501 1390.000
EXISTING SURFACE LEVELS 38.205
CRL UP LEVELS 19.221 1380.000
CHAINAGE
37.999
HO BSO NS INDICATIVE PROPOSED TRE ALIGNMENT ET INDICATIVE NEW STRUCTURE
Y CUR MER EET 4 R TO SH
2100m
HORIZONTAL 1:100 (A1) VERTICAL 1:200 (A1) CRL UP MAIN (MC30) CANADA STREET
EY S 2000m
STR
GR CROSS STREET
LONG SECTION EET KA R A N GAHAPE ROAD 1900m
20
STR
AV
1800m
0
NT
S
ACE N TERR POYNTO
HO LAS
EY
1700m
1600m
SCALE 1:1000
0m
10
CE 150
NIC
INE
SH EET 2
LEGEND VIN
140 0m
CU TL
- RE FER TO
00/00/00
GR EN UE
KARANGAHAPE STATION
EET
REE T
EXISTING GROUND LEVEL
ET STRE
KARANGAHAPE STATION
PROPOSED RAIL LEVEL
Level Datum =18.000
R=4998.859m L=100.000m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-003 D
SCALE
228072 SIZE
DRAWING No. REV
A1
CLIENT L=35.000m 2261.232
D C B A L=75.592m
REV DATE
13.12.12 15.10.12 12.10.12 30.07.12 2336.824
L=35.000m
2371.824
REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE R=220.000m L=162.943m
G=3.005 L=440.283m
APPROVED
M. RUTTER M. RUTTER M. RUTTER M. RUTTER
J. HOLLOWAY DRAWN
M. RUTTER B. HOURIGAN
DESIGNED
CHECKED
APPROVED
T. PANG
DATE
L=35.000m
2569.767
50.351 2690.000 50.451 2700.000 50.552 2710.000 50.652 2720.000
91.948 91.998 91.998 91.998
L=104.490m R=-5224.515m
PROJECT
CITY RAIL LINK TITLE
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 4 OF 10 AS SHOWN
51.054 2760.000 51.155 2770.000 91.998
CUT LINE - REFER TO SHEET 5 &
NO OA
RT HR
91.998
DUNDONALD STR EEST STREET SYMOND
50.954 2750.000
50.250 2680.000 91.808
NEWTON STATION
50.853 2740.000
50.150 2670.000 91.752
PLAN NE W
91.998
50.049 2660.000 91.749
STREET
SCALE 1:1000
91.998
49.949 2650.000 91.628
KARAKA
VANS STRE ET
7
SYMONDS STREET
50.753 2730.000
49.848 2640.000
ET
A STRE
KARAK
T
STREE
REET
WEST ST
ALEX E
40m
91.998
49.743 2630.000 91.498
47.947 2540.000 89.136
91.267
47.653 2530.000 88.978
49.620 2620.000
47.352 2520.000 88.689
49.478 2610.000
47.052 2510.000 88.498
91.016
46.751 2500.000 88.226
90.831
46.451 2490.000 87.979
49.317 2600.000
46.150 2480.000 87.566
90.534
45.850 2470.000 87.278
49.137 2590.000
45.549 2460.000 86.806
90.320
45.249 2450.000 86.471
48.937 2580.000
44.948 2440.000 86.221
90.009
44.648 2430.000
86.047
48.718 2570.000
44.347 2420.000
85.998
48.481 2560.000
44.047 2410.000
85.841
89.850
43.746 2400.000
84.880
89.572
43.446 2390.000
84.223
48.224 2550.000
43.145 2380.000
83.588
DACRE
- RE
N STR EET
89.408
42.845 2370.000
83.062
LINE
QUEEN STREE T
2534.767
42.545 2360.000
41.643 2330.000
78.734
82.380
41.343 2320.000
76.432
42.244 2350.000
41.042 2310.000
76.123
79.998
40.742 2300.000
75.998
41.944 2340.000
40.441 2290.000
73.339
79.998
40.141 2280.000
38.338 2220.000
68.792
70.949
38.037 2210.000
66.217
39.840 2270.000
37.737 2200.000
58.999
39.540 2260.000
37.436 2190.000
58.978
70.186
37.136 2180.000
58.999
69.810
36.835 2170.000
50.999
39.239 2250.000
36.535 2160.000
51.549
69.725
36.234 2150.000
51.461
38.939 2240.000
35.934 2140.000
51.738
69.547
35.633 2130.000
52.499
38.638 2230.000
35.333 2120.000
52.435
69.345
35.032 2110.000
52.651
CUT
ET 3
m
2636.759
R=-300.000m L=156.421m
QUEE
2532.269
HORIZONTAL GEOMETRY 2226.232
34.732 2100.000
52.879
AY RW
TO MO
34.432 2090.000
CENTRAL MOTORWAY JUNCTION RN STE WE
54.048
RTH
NO
R=4998.859m L=100.000m
2091.985
SHE
INDICATIVE NEW STRUCTURE
BASQUE ROAD
TO
HORIZONTAL 1:100 (A1) VERTICAL 1:200 (A1) UPPE R RANDOLPH STREET
VE
DRI
VERTICAL GEOMETRY ON
LONG SECTION UTH
EXISTING SURFACE LEVELS SO
ME
INN
MCK
TO FER
1:1000 (A1)
NEWTON ROAD
IAN
CRL UP LEVELS 34.145 2080.000
m
UPPER
00
SYMONDS STREET
2800m
00
0m
0 22
E
m
AN
2100
CHAINAGE ET CANADA STRE
YL
UR RC
53.481
INDICATIVE PROPOSED ALIGNMENT 2700m
24
CRL UP MAIN (MC30) 23 REET 2600m
20
NDS S T
OHIPERE STREET
0
SYMO
2500m
10
2000m
TREET CROSS S
00/00/00
LEGEND
D
SAINT BENEDICTS STREET
EXISTING GROUND LEVEL
EXMOUTH STREET
EXMOUTH STREE
NEWTON STATION
IAN MCKINNON DRIVE
PROPOSED RAIL LEVEL
Level Datum =32.000
L=323.104m G=1.005 L=250.508m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-004 D
SCALE
228072 SIZE
DRAWING No. REV
A1
91.352
R=3656.186m L=74.472m
00m 163.499
D C B A
REV DATE
13.12.12 15.10.12 12.10.12 30.07.12 REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE 466.205
R=-150.000m L=302.706m
APPROVED
M.RUTTER M.RUTTER M.RUTTER M. RUTTER
G=3.035 L=384.175m
J. HOLLOWAY DRAWN
T. PANG
CHECKED
CITY RAIL LINK
APPROVED TITLE
M. RUTTER B. HOURIGAN
DESIGNED
DATE
L=35.000 m
L=63.021m R=-3019.052m
PROJECT
INDICATIVE PLAN AND LONGSECTION EAST LINK UP MAIN (MC60) SHEET 5 OF 10
L=139.097m 640.302
500
L=35.000m
G=0.948 L=63.270m
AS SHOWN
69.751 67.646 700.000
NBY
69.764 67.493 690.000
NO RM A
69.782 67.371 680.000
EET
69.787 67.275 670.000
SH
675.302
600 TO
69.803 67.180 660.000
RO AD
FER
69.998 67.085 650.000
EAST LINK UP MAIN (MC60) LA UD ER
RE
69.998 66.990 640.000
E-
69.998 66.895 630.000
BO ST ON R LIN
69.998 66.801 620.000
D
69.998 66.704 610.000
69.998 66.583 600.000
69.998 66.429 590.000
69.987 66.241 580.000
69.869 66.020 570.000
AD RO ON
69.768 65.766 560.000
T OS
69.645 65.479 550.000
69.552 65.176 540.000
T STREE
69.539 64.872 530.000
ST
69.518 64.569 520.000
69.491 64.265 510.000
69.401 63.962 500.000
R WATE
501.205
B
69.479 63.658 490.000
100 EAST LINK UP MAIN (MC60)
69.498 63.355 480.000
69.498 63.051 470.000
69.961 62.748 460.000
ACH STR
69.998 62.444 450.000
T APPRO
70.468 62.141 440.000
MT EDEN ROAD
T
70.998 61.837 430.000
MT EDEN ROAD
TRE E
70.925 61.534 420.000
PORTAL
70.856 61.230 410.000
70.808 60.927 400.000
OPEN CU
70.841 60.623 390.000
71.075 60.319 380.000
71.852 60.016 370.000
73.002 59.712 360.000
74.424 59.409 350.000
75.085 59.105 340.000
RS
75.093 58.802 330.000
WE
74.803 58.498 320.000
INDICATIVE NEW STRUCTURE
73.705 58.195 310.000
SHADDOCK STREET
FLOWER STREET
NIKAU STREET
FLO
72.842 57.891 300.000
72.162 57.588 290.000
71.181 57.284 280.000
70.084 56.981 270.000
69.860 56.677 260.000
69.772 56.374 250.000
69.764 56.070 240.000
OX C SINGLE B
69.878 55.767 230.000
69.998 55.463 220.000
69.704 55.159 210.000
MINED TUNNEL AL) 13m ID (TYPIC
69.227 54.856 200.000
70.433 54.552 190.000
72.800 54.249 180.000
74.742 53.945 170.000
JUNCTION BOX CUT AND COVER TUNNEL
65C0 UT
676.290
L=35.0
77.022 53.646 160.000
78.401 53.373 150.000
79.740 53.126 140.000
81.269 52.907 130.000
82.807 52.715 120.000 T
REE
ROA
613.021
128.499
83.642 52.550 110.000
84.431 52.413 100.000
85.579 52.303 90.000
87.128 52.203 80.000
INDICATIVE PROPOSED ALIGNMENT
549.999
82.261
87.493 52.103 70.000
88.503 52.004 60.000
EE
165.824
61.476
89.316 51.904 50.000
89.748 51.804 40.000
150
CLIENT
D ROA QUE
G=0.998 L=91.352m L=46.237m
TR
BAS
89.998 51.704 30.000
LEGEND
400
1:1000 (A1)
ET
350
R=-250.000m L=20.785m
US
I ST
300
91.200 51.604 20.000
RAR
0
PLAN
20
KO
250
91.779 51.405 0.000 91.646 51.504 10.000
SCALE 1:1000
TR E SH AD D
VERTICAL GEOMETRY L=61.476m
RS
EE T
HORIZONTAL GEOMETRY T
ET
EXISTING SURFACE LEVELS ST RE E
RU R
TRE
ICAL) MINED TUNNEL 9m ID (TYP NIK AU
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1)
US
EAST LINK UP LEVELS FLO WE
TR
40m
DEN
OC KS
LONG SECTION
NIK A
CHAINAGE
0.000
TREE T
NIKA US
20
ROAD
0
NEW N ORTH
10
0.000
OA D
N A T IO
T REE H ST OUT EXM
00/00/00
T ON S
C INE UT L ET 4 SHE R TO E F - RE MT E
6
550
RO AD
45 0
T
EXISTING GROUND LEVEL
RE ET
LD EXTERNAL RETAINING WALL FIE NAL DOWN EN
PROPOSED NORMANBY ROAD GRADE SEPARATED CROSSING EXISTING NORMANBY ROAD LEVEL CROSSING
UCTURE
NNEL OVER TU UT AND C
PROPOSED RAIL LEVEL
R=704.000m L=92.811m
R=3224.066m L=43.026m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-005 D
SCALE
228072 SIZE
DRAWING No. REV
A1
AD RO
ON R
OA
D
ET
BO ST
OAD 800
750
700
600
550
850
ROAD
EXTENT O F PROJEC
BOSTON
900
LD S TRE E
500
0
450
ENF IE
650
400
BOSTON R OAD
T
LAUDER
T
ROAD
SEVERN R
35
EAST LINK UP MAIN (MC60)
CUT LINE - REFER TO SHEET 5
ET RE ST
AU
ER AT
BU RN
W
ST RE
DEN
NU GE NT S
TR EE T
E MT
EAST LINK UP MAIN (MC60)
NORMANBY RO AD
LEGEND INDICATIVE PROPOSED ALIGNMENT INDICATIVE NEW STRUCTURE 10
0
20
40m
SCALE 1:1000
PLAN
LONG SECTION
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1)
1:1000 (A1)
EXISTING GROUND LEVEL EXISTING NAL DOWN MAIN
CLIENT
REV DATE
L=115.832m R=-4166.764m
APPROVED
R=-6500.000m L=20.382m
L=46.570m G=-0.498
DRAWN
J. HOLLOWAY
-999.000 69.400 900.000 -999.000 69.373 905.462
L=23.312m
905.462
-999.000 69.450 890.000
882.150
-999.000 69.500 880.000
-999.000 69.549 870.000
-999.000 69.599 860.000 861.768
-999.000 69.639 850.000
-999.000 69.656 840.000
-999.000 69.648 830.000
-999.000 69.617 820.000
-999.000 69.561 810.000
-999.000 69.481 800.000 803.113
69.998 69.378 790.000
69.998 69.250 780.000
69.821 69.099 770.000
69.754 68.923 760.000
69.498 68.724 750.000
REVISION DETAILS
L=58.655m
905.462
G=2.282 L=23.743m
L=35.000m
858.892
719.316
R=3224.066m L=43.026m
00/00/00
VERTICAL GEOMETRY
R=704.000m L=92.811m
768.113
HORIZONTAL GEOMETRY
69.498 68.501 740.000
EXISTING SURFACE LEVELS
743.059
EAST LINK UP LEVELS
69.687 68.273 730.000
CHAINAGE
69.731 68.045 720.000
69.751 67.646 700.000 69.762 67.830 710.000
PROPOSED RAIL LEVEL
DESIGNED
B. HOURIGAN
CHECKED
CITY RAIL LINK
APPROVED
TITLE
T. PANG
D C B A
13.12.12 15.10.12 12.10.12 30.07.12
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE
M.RUTTER M.RUTTER M.RUTTER M. RUTTER
PROJECT
DATE
M. RUTTER
INDICATIVE PLAN AND LONGSECTION EAST LINK UP MAIN (MC60) SHEET 6 OF 10
CONCEPT DESIGN
NOT FOR CONSTRUCTION PROJECT No.
228072
SCALE
SIZE
DRAWING No.
REV
AS SHOWN
A1
AC-DW-CDR-LS-006 D
D C B A 13.12.12 15.10.12 12.10.12 30.07.12
2887.266
2928.078
2955.796
2992.413
3014.216
3049.216
G=2.323 L=94.437m R=140.000m L=55.534m
REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE 3104.750
L=35.000 m
3139.750
APPROVED
M.RUTTER M.RUTTER M.RUTTER M. RUTTER L=73.948m 3213.698
R=18406.411m L=123.129m
J. HOLLOWAY DRAWN
M. RUTTER
L=20.000m
T. PANG
CHECKED
CITY RAIL LINK
APPROVED TITLE
B. HOURIGAN
DESIGNED
DATE
3233.698
R=-300.000m L=47.305m 3281.003
52.159 2870.000 52.260 2880.000 52.361 2890.000 52.476 2900.000
87.284 87.158 85.523 84.095
58.718 3180.000 59.004 3190.000 59.295 3200.000 59.591 3210.000 59.891 3220.000 60.190 3230.000 60.489 3240.000 60.788 3250.000 61.088 3260.000
69.354 69.388 69.408 69.150 68.998 68.998 68.998 68.998 68.998 G=2.992 L=120.903m
L=20.000m
L=71.157m R=-2379.981m
PROJECT
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 7 OF 10
63.182 3330.000 63.463 3340.000 63.702 3350.000 63.901 3360.000 64.054 3370.000 64.167 3380.000
68.883 68.671 68.641 68.617 68.348 68.034
64.267 3400.000
62.883 3320.000 68.911
APPROACH
64.238 3390.000
62.584 3310.000 68.925
OPEN CUT
67.750
62.285 3300.000 68.908
RURU S
TREET
CUT LIN E - REF
ER TO S
FLOWER ST R
KORARI ST REE
EET
HAULT AIN ST R
67.905
61.985 3290.000 68.935
61.686 3280.000
58.438 3170.000 69.374
68.993
58.163 3160.000 69.327
61.387 3270.000
57.894 3150.000 69.318
68.998
57.630 3140.000
56.871 3110.000
69.105
57.371 3130.000
56.628 3100.000
69.004
69.289
56.392 3090.000
68.611
69.271
56.159 3080.000
68.209
57.118 3120.000
55.927 3070.000
67.743
69.193
55.694 3060.000
67.326
54.765 3020.000
67.428
55.462 3050.000
54.533 3010.000
68.449
55.230 3040.000
54.300 3000.000
69.495
66.932
54.068 2990.000
70.626
66.833
53.848 2980.000
72.031
54.997 3030.000
53.643 2970.000
67.106
53.453 2960.000
74.636
53.277 2950.000
79.083 77.082
53.103 2940.000
80.222
PROPOSED RAIL LEVEL
3301.003
52.059 2860.000
88.219
HEET 8
T
EET
FLOWER ST RE
CRL UP MAIN (MC30)
3401.840
2990.872
m
EET
3330.682
2955.872
51.958 2850.000
89.114
52.928 2930.000
51.858 2840.000
89.644
81.280
51.758 2830.000
89.933
52.759 2920.000
51.657 2820.000
90.846
52.608 2910.000
51.557 2810.000
91.551
82.526
51.456 2800.000
91.747
83.372
51.356 2790.000
PROPOSED EAST LINK UP MAIN
3209.979
2927.872
L=35.000
3086.850
2892.872
51.255 2780.000
EET
D AVE
3550
REV DATE
3500
91.892
TWOO
3450
91.998
3400
Level Datum =50.000
TUNNEL PORTAL
WYNYARD RO AD
MINED TUNNEL 9m ID (TYPICAL)
RS AVE
R=6350.173m L=36.617m L=23.344m
PORTE
PROPOSED EAST LINK DOWN MAIN
TON 3350
SCALE 1:1000
FEN 3300
TREET
G=1.747 L=27.718m L=35.000 m
3250
AD NGAHU RA S
R=5500.000m L=40.811m R=150.000m L=28.000m
NIKAU ST R
0
CLIENT m L=35.000
STREE T
3 20
L=323.104m
315 0
MINED TUNNEL 9m ID (TYPICAL)
3100
CRL UP MAIN (MC30) NIKAU
TREET
G=1.005 L=250.508m
RURU S
HORIZONTAL GEOMETRY 0 00
EXISTING SURFACE LEVELS 13
00 90
NEWTON STATION
3050
0
MT EDEN ROAD
INDICATIVE PROPOSED ALIGNMENT 3000
INDICATIVE NEW STRUCTURE 295
0 00 13
00 90
40m
D OA
ER
CRL UP LEVELS U SQ BA
CHAINAGE 4
VERTICAL GEOMETRY TO
N T EE SH
TIO TA ER EF
N20E -R
0
NS
NIKAU STREET
00 29
50
RO NEW NORTH
INE TL CU
10
O WT 28
00
28
ND MO SY T EE TR S S 50
27
00/00/00
LEGEND
BREN NUE
CRL UP MAIN (MC30)
STR
1:1000 (A1)
PLAN
LONG SECTION
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1) EXISTING GROUND LEVEL
EXTERNAL RETAINING WALL NAL UP
EXISTING NAL UP MAIN
PROPOSED NAL MAIN TUNNEL PORTAL STRUCTUR E
URE
VER STRUCT CUT AND CO
L=169.900m
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AS SHOWN
AC-DW-CDR-LS-007 D
SCALE
228072 SIZE
DRAWING No. REV
A1
AD
GE OR GE
INDICATIVE NEW STRUCTURE
W SL O ON
INDICATIVE PROPOSED ALIGNMENT
RO
STR EET
LEGEND
TAW
LOW
ONS
EET
STR
AR I ST R
TAW AR
STR EET
I ST
AKE PIR O
OA D
GEORGE STREET
R NO
AD RO
W
NE N BO D
ET RE ST
PLAN
1:1000 (A1)
G KIN
DOMINION ROAD
GEORGE STRE
ET
D OA NR INIO EXISTING NAL UP MAIN
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1)
DO M
LONG SECTION
ET
40m
SCALE 1:1000
RE
ST
20
W NE
T
EET 7
0
TH
3650
O SH
10
ET
EXTENT OF PROJ EC
3600
3500
FER T E - RE
3550
IN CUT L
CRL UP MAIN (MC30)
RE
SS TRE ET
DO MIN ION R
BRENTW OOD AVE NUE
CH AR LE
BOND STREET
OR ST
N MO
LAC TP
E
EE T
PROPOSED NAL UP MAIN
L=91.836m G=-1.306
3650.000 3651.813
L=31.906m
3651.813
3640.000 4.008
3584.907
L=35.000m
68.998
68.998
3630.000 3.987 65.183
3620.000 3.966 63.498
L=53.642m R=-4099.999m
3559.977
3506.335
R=404.000m L=79.004m
3619.907
3.954 63.498
3610.000
3.959 63.635
3600.000
3.979 63.897
3590.000
4.012 64.005
3580.000
4.047 64.350
3570.000
4.082 64.469
3560.000
4.116 64.634
3550.000
4.151 64.937
3540.000
4.185 65.452
3530.000
4.220 65.843
3520.000
4.254 65.998
3510.000
4.286 65.998
3500.000
4.307 66.082
G=0.002 L=104.495m
L=35.000m
00/00/00
VERTICAL GEOMETRY
3401.840
HORIZONTAL GEOMETRY
3505.903
4.320 66.498
3490.000
4.324 66.498
3480.000
4.324 66.705
3470.000
4.324 66.998
3470.903
4.324 67.263
3460.000
4.324 67.498
3450.000
4.324
EXISTING SURFACE LEVELS
67.498
3440.000
4.324 4.324
3430.000
OFFSET TO CRL DOWN
67.750 67.603
CHAINAGE
3420.000
3400.000 3410.000
Level Datum =50.000
CLIENT
REV DATE
REVISION DETAILS
APPROVED
DRAWN
J. HOLLOWAY
DESIGNED
B. HOURIGAN
CHECKED
CITY RAIL LINK
APPROVED
TITLE
T. PANG
D C B A
13.12.12 15.10.12 12.10.12 30.07.12
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE
M.RUTTER M.RUTTER M.RUTTER M. RUTTER
PROJECT
DATE
M. RUTTER
INDICATIVE PLAN AND LONGSECTION CRL UP MAIN (MC30) SHEET 8 OF 10
CONCEPT DESIGN
NOT FOR CONSTRUCTION PROJECT No.
228072
SCALE
SIZE
DRAWING No.
REV
AS SHOWN
A1
AC-DW-CDR-LS-008 D
CLIENT 10163.663
10229.410
L=102.422m R=-2799.897m
REV DATE
D C B A 13.12.12 15.10.12 12.10.12 30.07.12 10331.832 L=26.931m G=-1.354 10358.763
REVISION DETAILS
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE R=3068.122m L=73.969m
67.759 67.990 68.220
69.620 69.608 69.498
10182.173
10202.173
10236.199
10271.199
10388.821
10423.821 L=31.062m
G=1.057 L=20.618m 10454.883
M.RUTTER M.RUTTER M.RUTTER M. RUTTER L=20.0
APPROVED 00m 10474.883 R=-300.000m L=28.671m
J. HOLLOWAY DRAWN
M. RUTTER
L=20.0
L=71.762m R=-6840.492m
00m
10523.554
B. HOURIGAN
DESIGNED
CHECKED
APPROVED
T. PANG
DATE
L=98.009m
G=0.008 L=26.162m L=70.000m R=-3466.944m
10621.563
TITLE
L=35.000 m 10656.563
69.230 69.261 69.276 69.279 69.280 69.280 69.270 69.231 69.164 69.067 68.942 68.788 68.604 68.404 68.202
69.523 69.498 69.498 69.498 69.498 69.498 69.481 69.490 69.489 69.491 69.492 69.479 69.468 69.446 69.447
PROJECT
CITY RAIL LINK
INDICATIVE PLAN AND LONGSECTION NAL DOWN MAIN (MC10) SHEET 9 OF 10
R=-185.000m L=87.398m
66.191 65.990
68.998 68.998 AS SHOWN
m
L=174.053m G=-2.012
64.987
10800.000
10790.000
CUT LINE - REFER TO SHEET 10
ET
10780.000
10770.000
10760.000
10750.000
10740.000
10730.000
10720.000
10710.000
10700.000
N STRE
68.498
65.185
66.392
68.998
68.500
66.593
68.998
65.386
66.794
69.002
65.587
L=35.000
68.498
66.996
68.998
10690.000
10680.000
Level Datum =54.000
68.564
67.197
68.998
EAST LINK
10778.961
67.398
69.045
10670.000
10660.000
EXISTING MT EDEN STATION
65.789
67.599
69.213
KORARI STREET
FLOWER STREET
FENTO
68.776
67.800
69.283
10650.000
10640.000
10630.000
10620.000
10610.000
10600.000
10590.000
10580.000
10570.000
10560.000
10550.000
10540.000
10530.000
10520.000
10510.000
10500.000
10490.000
10480.000
NIKAU STREET
10743.961
69.186
69.498
68.001
69.126
69.498
10470.000
10460.000
FLOWER STREET
RE
69.359
69.052
10450.000
10440.000
10430.000
10420.000
10410.000
10400.000
10390.000
10380.000
10370.000
10360.000
10350.000
10340.000
10330.000
10320.000
10310.000
10300.000
10290.000
10280.000
10270.000
10260.000
10250.000
10240.000
PLAN
10503.554
68.964
68.651
69.498
69.498
68.571
69.498
69.498
68.523
69.498
68.861
68.508
69.498
68.756
68.525
69.498
69.498
68.575
69.689
69.498
68.657
69.498
69.289
69.998
68.772
69.364
70.013
68.908
69.404
70.154
69.498
69.408
70.403
69.498
69.376
70.600
69.043
69.308
70.498
69.178
69.205
69.998
69.747
69.066
69.922
69.904
68.891
69.498
10230.000
10220.000
10210.000
10200.000
10190.000
10180.000
10170.000
NIKAU STREET
B ST
10795.327
67.529
69.631
INDICATIVE NEW STRUCTURE HO
10621.274
67.299
69.633
10160.000
10150.000
10140.000
10130.000
INDICATIVE PROPOSED ALIGNMENT
10551.274
67.072
69.704
00m
1:1000 (A1)
10525.112
66.885
69.808
10154.088
L=35.0
10453.350
66.747
69.954
R=175.000m L=117.621m
10432.732
66.660
69.998
10120.000
10110.000
10100.000
10080.000 10090.000
D
10134.088
68.681
66.623
69.998
68.451
66.636
69.998
69.498
66.699
69.998
69.498
66.888 66.793
69.998 69.998
ET
OA
10098.687
G=2.304 L=65.747m
NR EDE
L=19.024m G=-0.945 m
00m L=35.0
MT
R=1999.755m L=64.976m L=20.000
L=34.027m
0 45 10
m
D RO A
L=20.000
TURE FOR
OS TO N
10079.663
EXISTING NORMANBY ROAD LEVEL CROSSING IRA
10800
HORIZONTAL GEOMETRY R=-400.000m L=28.085m
CH STRUC
MT EDEN ROAD
AK
10750
EXISTING SURFACE LEVELS
L=54.425m
PROPOSED NAL DOWN MAIN
W
ER AT
ET RE ST
AHO
0
T APPROA
ET
BOSTON R
AKIR
1070
VERTICAL GEOMETRY 10079.663
TR E
50
OPEN CU
STRE EXISTING GROUND LEVEL NIKAU 106
40m
00
TS
SHADDOCK STREET
10 6
LEGEND
RURU STREET
GE N
50
NU
10 5
00/00/00
AIN
NA (M L DO C1 0) WN M
10 50 0
NAL DOWN LEVELS EXISTING NAL DOWN MAIN
10 40 0
CHAINAGE OAD
103 50
SCALE 1:1000
10300
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1) PROPOSED NORMANBY ROAD GRADE SEPARATED CROSSING
10250
LONG SECTION 10200
20
10150
GE N
0
10100
NU
ET TS TR E
10
10079.663
NAL DOWN MAIN (MC10)
ENF IE
LD S TRE E
MT
T
N DE RO AD
E
STR EET
ET
MT EDEN STATION
PROPOSED PEDESTRIAN FOOTBRIDGE EXISTING PEDESTRIAN LEVEL CROSSING
UNDER TRACK STRUCTURE
EASTLINK UP MAIN UNDER TRACK STRUCTURE
CRL DOWN MAIN ACH T APPRO OPEN CU R CRL FO E R STRUCTU
NOT FOR CONSTRUCTION PROJECT No.
CONCEPT DESIGN
AC-DW-CDR-LS-009 D
SCALE
228072 SIZE
DRAWING No. REV
A1
DA
VEN
ST RE ET GE GE OR
ST
RO A
RO EP I
HAULTAIN STREET
CH AR
E
ST RE
TA W
ET
AR I
ST R
STR EE GEO RGE
EE T
OAD
AC
E
ORTH R
E
NEW N
OAD
R ORTH
NEW N
PL AC
NGAHURA STREET
DO MI NI ON
RO AD
NAL DOWN MAIN (MC10)
S
T
F PR OJE CT
PORTERS AVE
X TE NT O
10900
10850
10800
10750
1070 0
LE
EET RGE
STR
INDICATIVE PROPOSED ALIGNMENT
20
NEW N
GEO
INDICATIVE NEW STRUCTURE 0
TR EE
UE
LEGEND
10
AR IS
RE ET
OO
D
NTW
AK
ET
BRE
N
N STRE
W
T
DO MI NI O
FENTO
CUT LINE - REFER TO SHEET 9
WYNYARD ROAD
TA
ORTH R
40m
OAD
SCALE 1:1000
PLAN
1:1000 (A1)
EXISTING NAL DOWN MAIN PROPOSED PORTERS AVE BRIDGE
EXISTING GROUND LEVEL
EXISTING PORTERS AVE LEVEL CROSSING PROPOSED NAL DOWN MAIN
CRL DOWN MAIN
10930.000 10938.011 64.270 64.270 10938.011
L=27.825m
10938.011
67.023 66.825
10920.000 64.271
10910.000 64.271
67.320
10910.186
67.498
10900.000 64.271 67.498
10890.000 64.272 67.601
10880.000 64.272 67.708
10870.000 64.276 67.836
10860.000 64.302 67.990
10850.000 10850.904
64.353 68.167
10840.000 64.430 68.319
10830.000 64.531 68.317
10820.000 64.658 68.336
10810.000 64.810 68.458
10790.000 10800.000
65.386
65.185 64.987
R=3983.446m L=80.000m
R=-1000.000m L=59.282m
10875.327
VERTICAL GEOMETRY
L=71.944m
10795.327
HORIZONTAL GEOMETRY
68.500 68.498
EXISTING SURFACE LEVELS
68.498
NAL DOWN LEVELS
10778.961
CHAINAGE (m)
10780.000
Level Datum =54.000
L=62.684m G=-0.003
LONG SECTION 00/00/00
HORIZONTAL 1:1000 (A1) VERTICAL 1:200 (A1) CLIENT
REV DATE
REVISION DETAILS
APPROVED
DRAWN
J. HOLLOWAY
DESIGNED
B. HOURIGAN
CHECKED
T. PANG
D C B A
13.12.12 15.10.12 12.10.12 30.07.12
NOR 7 REMOVAL AND NOR 6 OPTIMISATION CHANGES CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT RE-ISSUE CONCEPT DESIGN REPORT ISSUE
M.RUTTER M.RUTTER M.RUTTER M. RUTTER
CITY RAIL LINK TITLE
APPROVED DATE
M. RUTTER
PROJECT
INDICATIVE PLAN AND LONGSECTION NAL DOWN MAIN (MC10) SHEET 10 OF 10
CONCEPT DESIGN
NOT FOR CONSTRUCTION PROJECT No.
228072
SCALE
SIZE
DRAWING No.
REV
AS SHOWN
A1
AC-DW-CDR-LS-010 D