SS
SS
W
W
W
W
W W
W
SW
SW
SS
TO FRUITVALE
TO GLEN EDEN
W
W
SS
GAS
GAS
W
SS
SW
SW
W
W
SW
SS
W
SS
GAS
W
W
PROVIDE 2X100Ø ADDITIONAL DUCTS
SW
ALONGSIDE EXISTING FIBRE, REFER TO
GAS
GAS
SS
DETAIL R ON DRG-NAL-CV-DT-0611-01
SW
SS
GAS
!
SW
SW
SW
W
SW
SW
REMOVE REDUNDANT OLE MAST, FOUNDATION AND ANCHOR
SW
SS
SW
!
FOLLOWING OLE CROSSOVER COMMISSIONING. FOUNDATION
SW
SW
SS
TO BE CUT DOWN TO PREFERRED 1.5m DEPTH BELOW TOP OF
W
SW
GAS
GAS
2X65Ø SUB DUCTS TO
GAS
RAIL, CONTRACTOR TO NOTIFY KIWIRAIL IF NOT ACHIEVABLE
GAS
PROVIDE 2X100Ø ADDITIONAL
SWALE
GAS
W
GAS
KM21750 L216 AX2
SS
GAS
GAS
DUCTS ALONGSIDE EXISTING
GAS
GAS
FIBRE, REFER TO DETAIL B
PROVIDE 2X100Ø ADDITIONAL
ON DRG-NAL-CV-DT-01592-01
GAS
NAL 021/35 3.0m OFFSET PROVIDED TO FACE OF
W
W
SS
SW
DUCTS. CONNECTION PIT TO BE
SS
MAST. LOCATE SERVICES CONDUCTS AND ADJUST
POND
GAS
EXISTING
DETERMINED ON SITE IN
SW
21650.000
21700.000
21750.000
LOCALLY PRIOR TO CONSTRUCTION OF FOUNDATION.
21800.000
GAS
POND
DISCUSSION WITH KIWIRAIL.
WEST COAST ROAD
GAS
4X65Ø SUB DUCTS 2871A:
SW
GAS
W
1X65Ø TO KM21701
1X65Ø TO KM21702
GAS
W
SS
SW
1X65Ø TO KM21706
SW
GAS
1X65Ø TO KM21707
NAL 021/31A 3.6m OFFSET
REFER TO DETAIL N ON
PROVIDED TO FACE OF MAST
W
DR-NAL-CV-DT-01584-01
SW
O P
Kiwirail Signal Cable
P
O
O
P
O
P
P
O
P
P
O
W
P
O
P O
P
MUSHROOM
SWALE
SWALE
P
Kiwirail Signal Cable
P
P
P
Kiwirail Signal Cable
P
P
P
Kiwirail Signal Cable
P
Kiwirail Signal Cable
Kiwirail Signal Cable
P
P
P
P
P
P
P
P O
SS
SW
P
SWALE
P
P
UP MAIN
W
SW
BRIDGE
L.O.W.
W
WEST COAST ROAD
SS
SW
SW
W
P
P
GAS
P
P
P
P
P
P
P
W
DOWN MAIN
O
O
O
O
SWALE
P
P
P
P
P
SW
P
W
SS
NEW UTX 2X100Ø DUCTS, REFER
REMOVE REDUNDANT OLE MAST,
TO UNDERTRACK TYPICAL DETAIL L
GAS
FOUNDATION AND ANCHOR
ON DRG-NAL-CV-DT-01584-01
SW
W
PROVIDE NEW SIGNALING PIT 3.0m MIN.
FOLLOWING OLE CROSSOVER
SUB STATION
WEST COAST ROAD
GAS
W
GAS
SW
21650.000
FROM TRACK CL. PIT TO BE 1200X600
21700.000
21750.000
21800.000
COMMISSIONING. FOUNDATION
EXISTING POWER CABLE WITHIN BALLAST TO BE
SS
EXISTING FIBRE OPTIC CABLE
CONCRETE ROADWAY STRENGTH.
TO BE CUT DOWN TO PREFERRED
RELOCATED DUE TO SHALLOW EXISTING DEPTH
SW
TO BE RELOCATED PRIOR TO
CONTRACTOR TO PROVIDE TEMPORARY
1.5m DEPTH BELOW TOP OF RAIL,
W
COMMENCEMENT OF WORKS.
SHORING TO THE DEPTH OF THE PIT
CONTRACTOR TO NOTIFY
DURING EXCAVATION.
GAS
GAS
KIWIRAIL IF NOT ACHIEVABLE
!
SID-006
1X65Ø SUB DUCT TO KM21701 APPROX.
NAL 021/ 34 3.3m OFFSET SW
PROVIDED TO FACE OF MAST
W
GAS
GAS
SW
SS
SW
OLE FOUNDATIONS AND DUCTING PLAN SHEET 1 OF 2
Scale 1:250
LEGEND
GENERAL
OLE FOUNDATIONS - EXISTING
TRACK CENTRELINE - PROPOSED
OLE FOUNDATIONS
SURVEYED RAIL
ANCHOR FOUNDATIONS
SURVEYED FEATURES
L.O.W.
LIMIT OF FORMATION WORKS
RAIL INFRASTRUCTURE - EXISTING
MUSHROOM
SERVICES - EXISTING
BALISE
SW
STORMWATER PIPE/CULVERT
DUCTING PIT - EXISTING
W
WATERMAIN
SS
WASTEWATER
DUCTING PIT
P
POWER
SERVICES - PROPOSED
O
FIBRE OPTIC
GAS
GAS / FUEL MAIN
KiwiRail Signal Cable
CABLE DUCTING
DUCTING PIT
DRAINAGE - EXISTING
!
!
!
!
!
OLE FOUNDATIONS - PROPOSED
CESS DRAIN
OLE FOUNDATIONS
ANCHOR FOUNDATIONS
NOTES:
1.
REFER TO DRG. DR-NAL-CV-GN-01574-01 FOR GENERAL NOTES.
2.
REFER TO CV-SD-SRA-00009 FOR SAFETY IN DESIGN REGISTER.
3.
DUCTING DESIGN SHOWN IS AS PER "RNGIM DUCTING V0.3.PDF", RECEIVED ON 12/11/2024 AND COMPLETED BY OTHERS.
4.
SUB-DUCTS NOT SHOWN FOR CLARITY.
5.
ALL PROPOSED DUCTS TO BE DRAW TAPED.
0
6.25
12.5
m
FOR CONSTRUCTION
1:250
CONSULTANT/CONTRACTOR:
KEYPLAN
REV
REVISION PARTICULARS
DRAWN
DATE
INITIALS
DATE
RNR
0.1
100% DESIGN FOR CLIENT REVIEW
LF
19/11/2024
DESIGNED
LF
19/11/2024
WO - 601101-55
APPROVED BY :
1.0
ISSUE FOR CONSTRUCTION
NY
16/12/2024
DRAWN
AO
19/11/2024
Copyright : "This drawing is and shall remain the property of KiwiRail Holdings Limited (KHL)
DATE :
CONTROLLED DOCUMENT
CHECKED
VA
19/11/2024
GLEN EDEN CROSSOVER
UNCONTROLLED WHEN PRINTED
APPROVED
TR
19/11/2024
Verify you are using the most recent version prior to use (Refer Kiwi Rail's Intranet)
NAL 21+700 TO 21+925
DRAWING No.
Original
Std Rev No:
A1
1.0
Holders of printed versions are responsible for ensuring personal copies are kept up to date.
LINE: NAL
Km: 21+700 TO 21+925
Digital Data in Terms of .................................................... Co
NZGD2K.MOUNT EDEN
ordinate system.
DUCTING LAYOUT SHEET 1
C:\projectwise\nz_projects\global_jasmine.sim\d0168570\DR-NAL-CV-GA-01580-01.dwg 16-12-24 08:11 PM Jasmine.Sim
SCALE: 1:250
Sht No:
DR-NAL-CV-GA-01580-01
1
SS
SS
SW
SS
SS
TO FRUITVALE
TO GLEN EDEN
SS
SW
SWALE
! ! !
!
!
SS
!
SS
!
SW
! !
5X65Ø SUB DUCTS 2780CD:
1X65Ø TO KM21922 (AX)
PROPOSED LOCATION CASE
SWALE
1X65Ø TO KM21918
L220 SLAB FOOTPRINT
!
REFER TO DR-NAL-CV-GA-01580-01 FOR CONTINUATION
!
1X65Ø TO KM2917
1X65Ø TO KM2913
SW
MASS BLOCK RETAINING WALL,
REMOVE REDUNDANT OLE MAST,
REFER TO NOTE 6
FOUNDATION AND ANCHOR IN ACCORDANCE
!
1X65Ø TO KM21912
REFER TO DETAIL N ON DR-NAL-CV-DT-01584-01
NAL 021/43 3.0m OFFSET PROVIDED TO
FACE OF MAST. DRAINAGE TO BE LOCALLY
EXISTING
WITH KIWIRAIL STAGING PLAN. FOUNDATION
NAL 021/39 3.0m OFFSET PROVIDED TO
REDIRECTED AROUND FOUNDATION. IN
POND
TO BE CUT DOWN TO PREFERRED 1.5m
SW
PROVIDE 4X100Ø DUCTS TO LOC CASE
FACE OF MAST. LOCATE SERVICES
EVENT OF SOIL CAVING IN DURING PILE
DEPTH BELOW TOP OF RAIL, CONTRACTOR
CONDUITS AND ADJUST LOCALLY PRIOR
EXCAVATION FOR OLE FOUNDATION/
21800.000
TO NOTIFY KIWIRAIL IF NOT ACHIEVABLE
21850.000
2X65Ø SUB DUCTS FOR AXLE COUNTER KM21816
21900.000
TO CONSTRUCTION OF FOUNDATION.
21950.000
ANCHOR PROVIDE PILE CASING.
PROVIDE 2X100Ø ADDITIONAL DUCTS
NAL 021/37 3.0m OFFSET PROVIDED TO FACE OF MAST.
ALONGSIDE EXISTING FIBRE. REFER TO
MINOR RELOCATION OF FIBRE CONDUIT REQUIRED
DETAIL B ON DRG-NAL-CV-DT-01592-01
PRIOR TO CONSTRUCTION OF FOUNDATION.
SW
NAL 021/36 3.0m OFFSET PROVIDED
NEW UNDERTRACK SIGNAL CROSSING.
TO FACE OF MAST EMBANKMENT
REFER TO UNDERTRACK TYPICAL DETAIL
L ON DR-NAL-CV-DT-01584-01
!
SID-006
!
Kiwirail Signal Cable
P
O
P
O
P
O
P
P
Kiwirail Signal Cable
O
P
Kiwirail Signal Cable
O P
P O
SID-006
Kiwirail Signal Cable
P
P
P
O
O
P
P O
P
P
P O
O
O
O
P
O
P
P O
P O
P O
P O
P O
P O
P O
P O
P O
SWALE
SWALE
SWALE
SWALE
SW
UP MAIN
!
! ! ! ! ! ! ! ! ! ! !
L.O.W.
SW
SW
P
P
P
P
P
P
P
P
P
P
P
P
P
P
SWALE
DOWN MAIN
SWALE
SWALE
SWALE ! ! ! ! ! ! ! ! ! ! ! !
NAL 021/040 FOUNDATION TO
SW
1X65Ø SUB DUCT TO KM21918
BE RETAINED. FOUNDATION
EXPECTED TO BE 2950mm
PROVIDE NEW SIGNALLING PIT 3.0m MIN.
DEEP AND 700mm WIDE. TO BE
SW
21800.000
REMOVE REDUNDANT OLE MAST, FOUNDATION AND
21850.000
FROM TRACK CL. PIT TO BE 1200X600
21900.000
CONFIRMED ON SITE. KIWIRAIL
21950.000
W
W
ANCHOR PIN FOLLOWING OLE CROSSOVER
CONCRETE ROADWAY STRENGTH.
SW
W
TO BE NOTIFIED IF
COMMISSIONING. FOUNDATION TO BE CUT DOWN TO
FOUNDATION DIMENSIONS
PREFERRED 1.5m DEPTH BELOW TOP OF RAIL,
ARE BELOW ABOVE VALUES.
CONTRACTOR TO NOTIFY KIWIRAIL IF NOT ACHIEVABLE
1X65Ø SUB DUCT TO KM21809 FOR NEW AX
W
4X65Ø SUB DUCTS 287CD:
4X65Ø SUB DUCTS 2870AB:
NAL 021/44 3.0m OFFSET
SW
1X65Ø TO KM21799
1X65Ø TO KM21819
NAL 021/38 3.0m OFFSET
PROVIDED TO FACE OF MAST
W
SW
1X65Ø TO KM21798
1X65Ø TO KM21820
PROVIDED TO FACE OF MAST
1X65Ø TO KM21794
1X65Ø TO KM21824
1X65Ø TO KM21793
1X65Ø TO KM21825
W
REFER TO DETAIL N ON DR-NAL-CV-DT-01584-01
REFER TO DETAIL N ON DR-NAL-CV-DT-01584-01
W
SW
OLE FOUNDATIONS AND DUCTING LAYOUT SHEET 2 OF 2
Scale 1:250
LEGEND
GENERAL
OLE FOUNDATIONS - EXISTING
TRACK CENTRELINE - PROPOSED
OLE FOUNDATIONS
SURVEYED RAIL
ANCHOR FOUNDATIONS
SURVEYED FEATURES
L.O.W.
LIMIT OF FORMATION WORKS
RAIL INFRASTRUCTURE - EXISTING
MUSHROOM
SERVICES - EXISTING
BALISE
SW
STORMWATER PIPE/CULVERT
DUCTING PIT - EXISTING
W
WATERMAIN
SS
WASTEWATER
DUCTING PIT
P
POWER
SERVICES - PROPOSED
O
FIBRE OPTIC
GAS
GAS / FUEL MAIN
KiwiRail Signal Cable
CABLE DUCTING
DUCTING PIT
DRAINAGE - EXISTING
OLE FOUNDATIONS - PROPOSED
NOTES:
!
!
!
!
!
CESS DRAIN
OLE FOUNDATIONS
1.
REFER TO DRG. DR-NAL-CV-GN-01574-01 FOR GENERAL NOTES.
ANCHOR FOUNDATIONS
2.
REFER TO CV-SD-SRA-00009 FOR SAFETY IN DESIGN REGISTER.
3.
DUCTING DESIGN SHOWN IS AS PER "RNGIM DUCTING V0.3.PDF", RECEIVED ON 12/11/2024 AND COMPLETED BY OTHERS.
4.
SUB-DUCTS NOT SHOWN FOR CLARITY.
5.
ALL PROPOSED DUCTS TO BE DRAW TAPED.
6.
REFER TO THE FOLLOWING DRAWINGS FOR LOC CASE MASS BLOCK RETAINING WALL DETAILS:
6.1 DR-NAL-CV-GA-01635-01 RETAINING WALL LAYOUT
6.2 DR-NAL-CV-PL-01638-01 PLAN VIEW
6.3 DR-NAL-CV-LS-01636-01 CROSS SECTIONS
6.4 DR-NAL-CV-DT-01641-01 DETAIL DRAWING
0
6.25
12.5
m
FOR CONSTRUCTION
1:250
CONSULTANT/CONTRACTOR:
KEYPLAN
REV
REVISION PARTICULARS
DRAWN
DATE
INITIALS
DATE
RNR
0.1
100% DESIGN FOR CLIENT REVIEW
LF
19/11/2024
DESIGNED
LF
19/11/2024
WO - 601101-55
APPROVED BY :
1.0
ISSUE FOR CONSTRUCTION
NY
16/12/2024
DRAWN
AO
19/11/2024
Copyright : "This drawing is and shall remain the property of KiwiRail Holdings Limited (KHL)
DATE :
CONTROLLED DOCUMENT
CHECKED
VA
19/11/2024
GLEN EDEN CROSSOVER
UNCONTROLLED WHEN PRINTED
APPROVED
TR
19/11/2024
Verify you are using the most recent version prior to use (Refer Kiwi Rail's Intranet)
NAL 21+700 TO 21+925
DRAWING No.
Original
Std Rev No:
A1
1.0
Holders of printed versions are responsible for ensuring personal copies are kept up to date.
LINE: NAL
Km: 21+700 TO 21+925
Digital Data in Terms of .................................................... Co
NZGD2K.MOUNT EDEN
ordinate system.
DUCTING LAYOUT SHEET 2
C:\projectwise\nz_projects\global_jasmine.sim\d0168570\DR-NAL-CV-GA-01582-01.dwg 16-12-24 08:11 PM Jasmine.Sim
SCALE: 1:250
Sht No:
DR-NAL-CV-GA-01582-01
1
NOTES
1.
ALL DIMENSIONS ARE IN METRES UNLESS
OTHERWISE STATED
2.
COORDINATES ARE IN TERMS OF THE NEW
ZEALAND GEODETIC 2000 DATUM BASED ON MOUNT
EDEN 2000. VERTICAL DATUM ARE IN TERMS OF
NZVD2016.
3.
SURVEY DATA HAS BEEN PROVIDED BY EXTERNAL
SURVEY COMPANY.
4.
ANY SERVICES ARE SHOWN AS INDICATIVE AND ARE
TO BE ACCURATELY LOCATED IN THE GROUND BY
SERVICE OWNER/PROVIDER BEFORE ANY WORK IS
CARRIED OUT IN THE AREA SHOWN IN THIS
DRAWING.
5.
CONTRACTOR IS TO ENSURE ALL RELEVANT
KIWIRAIL PERMITS ARE OBTAINED AND THE
REQUIRED LEVEL OF RAIL PROTECTION ID ON SITE
PRIOR TO ACCESSING THE RAIL CORRIDOR.
6.
CONTRACTOR TO CARRY OUT SERVICE LOCATE
ACCURATELY IDENTIFY ANY SERVICES PRIOR TO
CONSTRUCTION SITE PLAN.
7.
REFER TO MR-04885 FOR THE STANDARD MARTINUS
44m
EXTENT OF LIFTS/LOWER
1 IN 18 3.8m RH CROSSOVER, V2.0 AND MR-04886
FOR THE STANDARD MARTINUS 1 IN 18 3.8m LH
CROSSOVER, V2.0.
8.
DESIGN COMPLIES WITH T-ST-DE-5200 UNLESS
STATED OTHERWISE.
9.
NO HORIZONTAL CLEARANCE ISSUES TO OLE.
10. ALL CENTERLINE- CENTERLINE DIMENSIONS
GREATER THAN 3.67m INCLUDING CANT CENTER
THROW AND END THROW.
11. REFER DR-NAL-TR-LY-01438-01.dwg FOR LAYOUT
PLAN.
12. REFER DR-NAL-TR-PL-01440-01.dwg FOR SETTING
OUT.
40m
H&V TABLE KEY
UPMAIN
SLEWS(-ve)
EXTENT OF LIFTS/LOWER
LIFTS (+ve)
39m
DATUM
LH CURVE RADIUS(-ve)
INCREASING CHAINAGE
FEATURES:
OB Start
OB End
SLEWS(+ve)
LOWERS (-ve)
RH CURVE RADIUS(+ve)
KILOMETRAGE:
In the Increasing Direction of Chainage,
21362.927
21370.000
21380.000
21388.636
21390.000
21400.000
21410.000
21420.000
21430.000
21440.000
21450.000
21455.636
21460.000
21470.000
21480.000
21490.000
21500.000
21510.000
21520.000
21530.000
21540.000
21550.000
21560.000
21570.000
21580.000
21582.156
21590.000
21600.000
21610.000
21620.000
21630.000
21640.000
21640.441
21645.156
21650.000
21651.695
21660.000
EXISTING CANT (+ve) IF LHR >RHR
EXISTING CANT (-ve) IF LHR <RHR
R 322.000m
LEGEND
HORIZONTAL ALIGNMENT
TL 67.000m
L 126.520m
TL 63.000m
L 25.709m
L 316.216m
EXISTING TRACK
POB 21362.927
S 21388.636
CTP 21455.636
CTP 21582.156
S 21645.156
PROPOSED TRACK CENTERLINE
ADJACENT PROPOSED TRACK
VC 20.000m
VERTICAL DESIGN
L 30.160m
L 63.913m
L 41.338m
L 42.447m
L 25.263m
L 32.584m
L 55.399m
G:1.845%
G:1.545%
R 5674m
G:1.193%
G:1.457%
G:1.718%
G:1.433%
G:1.148%
TIE INS WITH EXISTING
PR LOW RAIL LEVELS:
39.437
39.567
39.752
39.911
39.936
40.100
40.255
40.409
40.564
40.718
40.873
40.960
41.026
41.167
41.290
41.410
41.529
41.648
41.772
41.918
42.063
42.209
42.355
42.524
42.696
42.733
42.857
43.000
43.143
43.283
43.398
43.512
43.517
43.571
43.627
43.647
43.742
GEOMETRY CODING
HORIZONTAL SLEW:
5
4
5
5
-6
-15
-25
8
-41
-54
-56
-52
-50
-44
-39
-34
-34
-27
-28
-24
-24
-22
-21
-20
-21
-20
-20
-11
34
50
63
63
65
62
61
49
PVI = POINT OF VERTICAL INTERSECTION
PVC = POINT OF VERTICAL CURVATURE
LIFTS / FALLS:
-0
6
3
0
1
6
13
22
24
35
43
48
52
47
30
15
11
10
14
31
41
36
22
20
20
20
16
2
4
20
14
10
10
9
8
7
2
PVT = POINT OF VERTICAL TANGENCY
G = GRADIENT
EX. LOW RAIL LEVELS:
GL = GRADIENT LENGTH
39.437
39.562
39.749
39.911
39.935
40.094
40.241
40.387
40.540
40.684
40.830
40.912
40.975
41.120
41.260
41.395
41.518
41.638
41.757
41.886
42.023
42.173
42.332
42.504
42.676
42.713
42.840
42.998
43.139
43.263
43.383
43.502
43.508
43.562
43.619
43.639
43.740
RV = RADIUS OF VERTICAL CURVE
PROPOSED CANT
0
0
0
0
1
12
22
33
43
54
64
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
61
50
39
28
17
6
5
0
0
0
0
T/O = TURNOUT
EXISTING CANT
5
6
10
15
16
25
40
38
49
58
67
72
75
76
77
74
75
73
75
75
78
75
76
73
72
70
65
58
49
39
31
18
18
14
12
12
11
POS = POINT OF SWITCH
TOTP = TURNOUT TANGENTIAL POINT
TNC = THEORETICAL NOSE OF CROSSING
Approved for Construction
IP = INTERSECTION POINT OF TURNOUT
POF = POINT OF FROG
ETC = EXISTING TRACK CENTRE
PTC = PROPOSED TRACK CENTRE
PRL = PROPOSED RAIL LEVEL
ERL = EXISTING RAIL LEVEL
EL = ELEVATION
KM/ STA = KILOMETERAGE
CT = CENTRE THROW
LLB = LAST LONG BEARER
REFERENCE DRAWINGS:
DR-NAL-TR-LY-01438-01.dwg (LAYOUT PLAN)
0
12.5
25
m H=1:500
V=1:50
0
1.25
2.5
-
CONSULTANT/CONTRACTOR:-
KEYPLAN
REV
REVISION PARTICULARS
DRAWN
DATE
INITIALS
DATE
1
ISSUED FOR CONSTRUCTION
SR
23/08/2024
DESIGNED
GLEN EDEN
RA
22/08/2024
-
APPROVED BY : -
-
-
-
DRAWN
SR
22/08/2024
WO - 601101
kas6849
Copyright : KiwiRail entities KiwiRail Holdings Limited, and New Zealand Railways Corporation
-
DATE : -
-
-
-
CHECKED
23/08/2024
ND
22/08/2024
CONTROLLED DOCUMENT
NAL 21.360 - 22.660
UNCONTROLLED WHEN PRINTED
-
-
-
-
REVIEWED
KA
22/08/2024
Verify you are using the most recent version prior to use (Refer KiwiRail's Intranet)
CROSS OVER 1 & 2
-
DRAWING No.
Original A1 Std Rev No 1
Holders of printed versions are responsible for ensuring personal copies are kept up to date.
Digital data in terms of [Coordinate System] MOUNT EDEN
-
-
-
LINE: NAL
Km: 21.360-22.660
and [Vertical Datum] NZVD2016
-
LONG SECTION
Sht No
C:\BC-WorkSpace\SVC_MDN_PROD\M-Pd-aue-ma-01-vm,D-KiwiRail\Projects\Major Projects\601101 - RNGIM\601101-55-DES-D001 - New Lynn (Glen Eden) Crossover\Track\DR-NAL-TR-LS-01439-01.dwg 27-8-24 02:03 PM svc_mdn_prod
-
-
-
SCALE: H= 1:500, V= 1:50
DR-NAL-TR-LS-01439-01
1
PROJECT FILE No: -
Signed by Keith Ashington on: 27/08/2024 10:22:55 AM Issued for Construction
NOTES
EXTENT OF
48m
EXTENT OF FORMATION
FORMATION
21765.072
217993.363
21747.276
1.
ALL DIMENSIONS ARE IN METRES UNLESS
21853.656
LLB 1A
CH
21884.303
OTHERWISE STATED
ELEVATION: 45.021
21918.595
21819.365
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
标记
3
3
3
3
3
3
3
3
3
POF 1B CH
ELEVATION: 45.314
2.
COORDINATES ARE IN TERMS OF THE NEW
标记
50-FLAT
50-FLAT
50-FLAT
ELEVATION: 45.858
3
3
3
3
3
3
3
3
POS 1B CH
3
3
3
3
3
3
3
3
21872.900
ZEALAND GEODETIC 2000 DATUM BASED ON MOUNT
标记
50-FLAT50-FLAT
50-FLAT50-FLAT
50-FLAT
50-FLAT
3
3
3
3
3
3
3
3
3
标记
50-FLAT
50-FLAT
50-FLAT
50-FLAT
POF 2B CH
LLB 1A
CH
ELEVATION: 47.193
ELEVATION: 47.013
POS 2B CH
EDEN 2000. VERTICAL DATUM ARE IN TERMS OF
ELEVATION: 47.737
LLB 1B CH 21754.393
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
NEW POF 2A CH
NZVD2016.
标记
ELEVATION: 46.719
3
3
3
3
3
3
3
3
3
21701.582
ELEVATION: 45.133
50-FLAT
50-FLAT
50-FLAT
50-FLAT
标记
21735.873
3
3
3
3
3
NEW POS 2A CH
ELEVATION: 46.175
3
3
3
3
3
3
3
3
3
3
3
标记
50-FLAT50-FLAT
50-FLAT50-FLAT
50-FLAT50-FLAT
3.
SURVEY DATA HAS BEEN PROVIDED BY EXTERNAL
3
3
3
3
3
3
3
3
3
标记
EXTENT OF
50-FLAT
50-FLAT
50-FLAT
SURVEY COMPANY.
ELEVATION: 44.296
FORMATION
LLB 2A CH 21865.783
ELEVATION: 44.840
POS 1A CH
ELEVATION: 46.900
POF 1A CH
20.000
4.
ANY SERVICES ARE SHOWN AS INDICATIVE AND ARE
45m
TO BE ACCURATELY LOCATED IN THE GROUND BY
SERVICE OWNER/PROVIDER BEFORE ANY WORK IS
EXTENT OF FORMATION
CARRIED OUT IN THE AREA SHOWN IN THIS
DRAWING.
5.
CONTRACTOR IS TO ENSURE ALL RELEVANT
KIWIRAIL PERMITS ARE OBTAINED AND THE
UPMAIN
REQUIRED LEVEL OF RAIL PROTECTION ID ON SITE
43m
PRIOR TO ACCESSING THE RAIL CORRIDOR.
DATUM
6.
CONTRACTOR TO CARRY OUT SERVICE LOCATE
ACCURATELY IDENTIFY ANY SERVICES PRIOR TO
FEATURES:
CONSTRUCTION SITE PLAN.
L218 Signal
1A- POS
1A- POF
300 Dia Culvert
2B- POF
2B- POS
7.
REFER TO MR-04885 FOR THE STANDARD MARTINUS
1 IN 18 3.8m RH CROSSOVER, V2.0 AND MR-04886
KILOMETRAGE:
FOR THE STANDARD MARTINUS 1 IN 18 3.8m LH
CROSSOVER, V2.0.
21660.000
21670.000
21680.000
21690.000
21696.222
21700.000
21700.493
21701.582
21710.000
21716.635
21720.000
21730.000
21735.844
21735.873
21740.000
21742.737
21742.775
21750.000
21760.000
21770.000
21772.040
21780.000
21790.000
21800.000
21810.000
21820.000
21830.000
21840.000
21850.000
21860.000
21870.000
21877.401
21877.439
21880.000
21884.303
21884.333
21890.000
21900.000
21903.542
21910.000
21918.595
21919.683
21920.000
21930.000
21940.000
21950.000
21960.000
8.
DESIGN COMPLIES WITH T-ST-DE-5200 UNLESS
STATED OTHERWISE.
HORIZONTAL ALIGNMENT
L 316.216m
9.
NO HORIZONTAL CLEARANCE ISSUES TO OLE.
10. ALL CENTERLINE- CENTERLINE DIMENSIONS
GREATER THAN 3.67m INCLUDING CANT CENTER
VC 20.000m
VERTICAL DESIGN
L 245.969m
L 55.399m
L 63.630m
THROW AND END THROW.
R 4570m
G:1.586%
G:1.148%
G:1.385%
11. REFER DR-NAL-TR-LY-01438-01.dwg FOR LAYOUT
PR LOW RAIL LEVELS:
PLAN.
43.742
43.857
43.975
44.114
44.211
44.271
44.279
44.296
44.430
44.535
44.588
44.747
44.839
44.840
44.905
44.949
44.949
45.064
45.222
45.381
45.413
45.540
45.698
45.857
46.015
46.174
46.332
46.491
46.650
46.808
46.967
47.084
47.085
47.125
47.193
47.194
47.284
47.442
47.499
47.601
47.737
47.754
47.760
47.918
48.077
48.215
48.354
12. REFER DR-NAL-TR-PL-01440-01.dwg FOR SETTING
HORIZONTAL SLEW:
49
43
36
41
41
34
33
32
25
25
25
36
36
36
35
31
31
29
30
21
21
27
32
39
46
47
46
41
42
39
38
38
38
38
34
34
29
21
24
24
22
22
22
25
29
35
43
OUT.
LIFTS / FALLS:
2
-9
-12
3
24
33
34
34
33
37
39
52
64
64
76
81
81
97
120
127
127
126
127
142
153
146
138
136
140
134
130
128
128
127
128
128
134
126
119
105
88
86
86
74
71
66
59
H&V TABLE KEY
EX. LOW RAIL LEVELS:
SLEWS(-ve)
43.740
43.865
43.988
44.111
44.187
44.238
44.245
44.262
44.396
44.498
44.549
44.695
44.775
44.775
44.830
44.868
44.868
44.967
45.103
45.254
45.286
45.414
45.571
45.715
45.862
46.028
46.194
46.355
46.510
46.674
46.836
46.956
46.957
46.998
47.066
47.066
47.150
47.317
47.379
47.496
47.649
47.668
47.674
47.844
48.005
48.149
48.295
LIFTS (+ve)
PROPOSED CANT
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LH CURVE RADIUS(-ve)
EXISTING CANT
11
14
15
15
14
17
17
16
18
18
18
15
14
14
16
17
17
14
13
14
15
15
15
14
18
16
16
16
17
17
15
16
16
17
19
19
18
18
12
18
16
16
16
16
14
11
14
INCREASING CHAINAGE
EXTENT OF LIFTS/LOWER
EXTENT OF FORMATION
EXTENT OF FORMATION
SLEWS(+ve)
EXTENT OF LIFTS/LOWER
LOWERS (-ve)
48m
LLB 1A CH 21746.562
RH CURVE RADIUS(+ve)
ELEVATION: 45.021
21799.363
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
50-FLAT
标记
In the Increasing Direction of Chainage,
3
3
3
3
3
3
3
3
3
NEW POS 1B
标记
50-FLAT
50-FLAT
50-FLAT
CH
ELEVATION:
45.858
3
3
3
3
3
3
3
3
EXISTING CANT (+ve) IF LHR >RHR
3
3
3
3
3
3
3
3
标记
50-FLAT50-FLAT
50-FLAT50-FLAT
50-FLAT50-FLAT
POS 1A CH 21701.582
EXISTING CANT (-ve) IF LHR <RHR
3
3
3
3
3
3
3
3
3
标记
ELEVATION: 44.296
50-FLAT
50-FLAT
50-FLAT
EXTENT OF FORMATION
21735.873
20.000
LEGEND
21753.688
21765.072
21853.656
EXISTING TRACK
NEW POF 1B
CH
ELEVATION: 44.840
21884.303
21819.365
21918.595
PROPOSED TRACK CENTERLINE
POF 1A CH
ELEVATION: 45.133
ELEVATION: 45.314
ADJACENT PROPOSED TRACK
LLB 1B CH
EXTENT OF LIFTS/LOWER
21872.176
ELEVATION: 46.175
TIE INS WITH EXISTING
POF 2B CH
LLB 1A
CH
ELEVATION: 47.193
ELEVATION: 47.013
POS 2B CH
ELEVATION: 47.737
45m
50-FLAT50-FLAT
50-FLAT50-FLAT
50-FLAT50-FLAT
NEW POF 2A CH
标记
ELEVATION: 46.719
3
3
3
3
3
3
3
3
3
50-FLAT
50-FLAT
50-FLAT
标记
3
3
3
3
3
3
NEW POS 2A CH
3
3
3
3
3
3
3
3
3
3
标记
50-FLAT50-FLAT
50-FLAT
50-FLAT
50-FLAT50-FLAT
3
3
3
3
3
3
3
3
3
标记
50-FLAT
50-FLAT
50-FLAT
50-FLAT
GEOMETRY CODING
LLB 2A CH 21865.059
ELEVATION: 46.900
EXTENT OF FORMATION
PVI = POINT OF VERTICAL INTERSECTION
PVC = POINT OF VERTICAL CURVATURE
DOWNMAIN
PVT = POINT OF VERTICAL TANGENCY
EXTENT OF LIFTS/LOWER
G = GRADIENT
43m
DATUM
GL = GRADIENT LENGTH
RV = RADIUS OF VERTICAL CURVE
FEATURES:
T/O = TURNOUT
OB End DM
Power Feed
1B- POF
300 Dia
Pipe Culvert
1B- POS
2A- POS
2A-POF
POS = POINT OF SWITCH
Approved for Construction
TOTP = TURNOUT TANGENTIAL POINT
KILOMETRAGE:
TNC = THEORETICAL NOSE OF CROSSING
IP = INTERSECTION POINT OF TURNOUT
21648.497
21648.682
21650.000
21660.000
21670.000
21680.000
21690.000
21700.000
21710.000
21720.000
21730.000
21740.000
21749.244
21750.000
21758.170
21758.208
21760.000
21765.072
21765.101
21770.000
21770.820
21780.000
21784.310
21790.000
21799.363
21800.000
21800.452
21810.000
21818.276
21819.365
21820.000
21830.000
21834.418
21840.000
21850.000
21853.627
21853.656
21860.000
21860.520
21860.558
21870.000
21880.000
21890.000
21900.000
21910.000
21920.000
21930.000
21940.000
21950.000
21959.559
POF = POINT OF FROG
ETC = EXISTING TRACK CENTRE
HORIZONTAL ALIGNMENT
L 311.063m
PTC = PROPOSED TRACK CENTRE
PRL = PROPOSED RAIL LEVEL
ERL = EXISTING RAIL LEVEL
VC 20.000m
VC 20.000m
VC 20.000m
VERTICAL DESIGN
L 53.438m
L 20.000m
L 140.000m
L 30.023m
L 31.539m
G:1.383%
R 4725m
R 3192m
R 4440m
EL = ELEVATION
G:0.959%
G:1.586%
G:2.036%
G:1.799%
KM/ STA = KILOMETERAGE
PR LOW RAIL LEVELS:
CT = CENTRE THROW
43.801
43.803
43.821
43.960
44.098
44.236
44.364
44.470
44.566
44.662
44.774
44.917
45.063
45.075
45.205
45.205
45.234
45.314
45.315
45.392
45.405
45.551
45.619
45.710
45.858
45.868
45.875
46.027
46.158
46.175
46.185
46.344
46.414
46.503
46.661
46.719
46.719
46.820
46.828
46.829
46.978
47.137
47.307
47.499
47.703
47.906
48.110
48.290
48.470
48.642
LLB = LAST LONG BEARER
HORIZONTAL SLEW:
-6
-6
-4
4
8
11
12
13
14
11
13
17
18
18
21
21
22
21
21
25
26
25
27
33
32
32
33
29
33
32
31
28
26
26
21
21
21
21
21
21
17
14
15
15
13
11
10
9
3
0
LIFTS / FALLS:
3
4
5
-0
-8
-18
-31
-61
-106
-151
-189
-191
-172
-170
-156
-156
-156
-154
-154
-153
-153
-153
-154
-156
-148
-147
-147
-146
-149
-150
-151
-157
-157
-156
-158
-158
-157
-158
-159
-159
-157
-167
-171
-148
-103
-56
-13
0
1
0
EX. LOW RAIL LEVELS:
43.797
43.800
43.816
43.960
44.106
44.254
44.395
44.531
44.672
44.813
44.963
45.108
45.236
45.245
45.361
45.362
45.390
45.468
45.468
45.545
45.558
45.705
45.774
45.866
46.006
46.016
46.022
46.173
46.307
46.325
46.336
46.501
46.571
46.658
46.819
46.876
46.877
46.978
46.987
46.987
47.136
47.304
47.478
47.647
47.806
47.962
48.123
48.290
48.469
48.642
PROPOSED CANT
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
EXISTING CANT
-4
-4
-5
-4
-4
-6
-4
-1
2
3
4
6
1
1
5
5
4
1
1
2
2
1
1
1
-2
-2
-2
0
1
1
1
0
-2
-3
-1
1
1
2
2
2
2
2
1
0
0
1
-1
2
1
6
0
12.5
25
REFERENCE DRAWINGS:
m H=1:500
V=1:50
DR-NAL-TR-LY-01438-01.dwg (LAYOUT PLAN)
0
1.25
2.5
-
CONSULTANT/CONTRACTOR:-
KEYPLAN
REV
REVISION PARTICULARS
DRAWN
DATE
INITIALS
DATE
1
ISSUED FOR CONSTRUCTION
SR
23/08/2024
DESIGNED
GLEN EDEN
RA
22/08/2024
-
APPROVED BY : -
-
-
-
DRAWN
SR
22/08/2024
WO - 601101
kas6849
Copyright : KiwiRail entities KiwiRail Holdings Limited, and New Zealand Railways Corporation
-
DATE : -
-
-
-
CHECKED
23/08/2024
ND
22/08/2024
CONTROLLED DOCUMENT
NAL 21.360 - 22.660
UNCONTROLLED WHEN PRINTED
-
-
-
-
REVIEWED
KA
22/08/2024
Verify you are using the most recent version prior to use (Refer KiwiRail's Intranet)
CROSS OVER 1 & 2
-
DRAWING No.
Original A1 Std Rev No 1
Holders of printed versions are responsible for ensuring personal copies are kept up to date.
Digital data in terms of [Coordinate System] MOUNT EDEN
-
-
-
LINE: NAL
Km: 21.360-22.660
and [Vertical Datum] NZVD2016
-
LONG SECTION
Sht No
C:\BC-WorkSpace\SVC_MDN_PROD\M-Pd-aue-ma-01-vm,D-KiwiRail\Projects\Major Projects\601101 - RNGIM\601101-55-DES-D001 - New Lynn (Glen Eden) Crossover\Track\DR-NAL-TR-LS-01439-01.dwg 27-8-24 02:03 PM svc_mdn_prod
-
-
-
SCALE: H= 1:500, V= 1:50
DR-NAL-TR-LS-01439-01
2
PROJECT FILE No: -
Signed by Keith Ashington on: 27/08/2024 10:22:55 AM Issued for Construction
NOTES
1.
ALL DIMENSIONS ARE IN METRES UNLESS
OTHERWISE STATED
2.
COORDINATES ARE IN TERMS OF THE NEW
ZEALAND GEODETIC 2000 DATUM BASED ON MOUNT
EDEN 2000. VERTICAL DATUM ARE IN TERMS OF
NZVD2016.
3.
SURVEY DATA HAS BEEN PROVIDED BY EXTERNAL
SURVEY COMPANY.
4.
ANY SERVICES ARE SHOWN AS INDICATIVE AND ARE
TO BE ACCURATELY LOCATED IN THE GROUND BY
SERVICE OWNER/PROVIDER BEFORE ANY WORK IS
CARRIED OUT IN THE AREA SHOWN IN THIS
DRAWING.
5.
CONTRACTOR IS TO ENSURE ALL RELEVANT
KIWIRAIL PERMITS ARE OBTAINED AND THE
REQUIRED LEVEL OF RAIL PROTECTION ID ON SITE
PRIOR TO ACCESSING THE RAIL CORRIDOR.
6.
CONTRACTOR TO CARRY OUT SERVICE LOCATE
ACCURATELY IDENTIFY ANY SERVICES PRIOR TO
CONSTRUCTION SITE PLAN.
7.
REFER TO MR-04885 FOR THE STANDARD MARTINUS
EXTENT OF LIFTS/LOWER
1 IN 18 3.8m RH CROSSOVER, V2.0 AND MR-04886
FOR THE STANDARD MARTINUS 1 IN 18 3.8m LH
CROSSOVER, V2.0.
51m
8.
DESIGN COMPLIES WITH T-ST-DE-5200 UNLESS
STATED OTHERWISE.
9.
NO HORIZONTAL CLEARANCE ISSUES TO OLE.
50m
10. ALL CENTERLINE- CENTERLINE DIMENSIONS
GREATER THAN 3.67m INCLUDING CANT CENTER
THROW AND END THROW.
11. REFER DR-NAL-TR-LY-01438-01.dwg FOR LAYOUT
PLAN.
12. REFER DR-NAL-TR-PL-01440-01.dwg FOR SETTING
OUT.
EXTENT OF LIFTS/LOWER
H&V TABLE KEY
SLEWS(-ve)
LIFTS (+ve)
47m
LH CURVE RADIUS(-ve)
DATUM
INCREASING CHAINAGE
FEATURES:
SLEWS(+ve)
KM Post
Signal
LOWERS (-ve)
RH CURVE RADIUS(+ve)
KILOMETRAGE:
In the Increasing Direction of Chainage,
EXISTING CANT (+ve) IF LHR >RHR
21960.000
21961.372
21970.000
21977.333
21980.000
21990.000
22000.000
22010.000
22020.000
22021.372
22030.000
22040.000
22050.000
22060.000
22070.000
22080.000
22090.000
22100.000
22110.000
22120.000
22130.000
22130.543
22140.000
22150.000
22160.000
22163.878
EXISTING CANT (-ve) IF LHR <RHR
LEGEND
HORIZONTAL ALIGNMENT
R 622.000m
TL 60.000m
L 142.505m
EXISTING TRACK
S 21961.372
CTP 22021.372
CTP 22163.878
PROPOSED TRACK CENTERLINE
ADJACENT PROPOSED TRACK
VC 85.000m
L 30.055m
VERTICAL DESIGN
L 63.630m
L 44.946m
G:-0.561%
G:1.385%
G:1.466%
R 4194m
TIE INS WITH EXISTING
PR LOW RAIL LEVELS:
48.354
48.373
48.492
48.594
48.631
48.769
48.908
49.051
49.198
49.218
49.345
49.491
49.638
49.769
49.876
49.960
50.020
50.056
50.068
50.056
50.020
50.018
49.966
49.910
49.854
GEOMETRY CODING
HORIZONTAL SLEW:
PVI = POINT OF VERTICAL INTERSECTION
43
43
43
42
40
26
18
13
13
14
14
21
18
20
19
23
23
21
17
12
7
7
8
6
7
10
PVC = POINT OF VERTICAL CURVATURE
LIFTS / FALLS:
59
57
47
40
37
19
19
11
4
4
11
12
18
18
16
9
11
3
6
17
6
5
-3
2
1
PVT = POINT OF VERTICAL TANGENCY
G = GRADIENT
EX. LOW RAIL LEVELS:
GL = GRADIENT LENGTH
48.295
48.316
48.446
48.553
48.594
48.751
48.888
49.040
49.194
49.214
49.333
49.479
49.620
49.751
49.861
49.951
50.009
50.052
50.061
50.038
50.014
50.013
49.968
49.908
49.853
49.829
RV = RADIUS OF VERTICAL CURVE
PROPOSED CANT
0
0
10
19
22
33
45
57
68
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
T/O = TURNOUT
EXISTING CANT
14
15
26
31
35
51
68
72
73
73
80
79
75
78
79
77
79
78
79
81
78
78
78
76
70
71
POS = POINT OF SWITCH
TOTP = TURNOUT TANGENTIAL POINT
UPMAIN
TNC = THEORETICAL NOSE OF CROSSING
Approved for Construction
IP = INTERSECTION POINT OF TURNOUT
POF = POINT OF FROG
ETC = EXISTING TRACK CENTRE
PTC = PROPOSED TRACK CENTRE
PRL = PROPOSED RAIL LEVEL
ERL = EXISTING RAIL LEVEL
EL = ELEVATION
KM/ STA = KILOMETERAGE
CT = CENTRE THROW
LLB = LAST LONG BEARER
REFERENCE DRAWINGS:
DR-NAL-TR-LY-01438-01.dwg (LAYOUT PLAN)
0
12.5
25
m H=1:500
V=1:50
0
1.25
2.5
-
CONSULTANT/CONTRACTOR:-
KEYPLAN
REV
REVISION PARTICULARS
DRAWN
DATE
INITIALS
DATE
1
ISSUED FOR CONSTRUCTION
SR
23/08/2024
DESIGNED
GLEN EDEN
RA
22/08/2024
-
APPROVED BY : -
-
-
-
DRAWN
SR
22/08/2024
WO - 601101
kas6849
Copyright : KiwiRail entities KiwiRail Holdings Limited, and New Zealand Railways Corporation
-
DATE : -
-
-
-
CHECKED
23/08/2024
ND
22/08/2024
CONTROLLED DOCUMENT
NAL 21.360 - 22.660
UNCONTROLLED WHEN PRINTED
-
-
-
-
REVIEWED
KA
22/08/2024
Verify you are using the most recent version prior to use (Refer KiwiRail's Intranet)
CROSS OVER 1 & 2
-
DRAWING No.
Original A1 Std Rev No 1
Holders of printed versions are responsible for ensuring personal copies are kept up to date.
Digital data in terms of [Coordinate System] MOUNT EDEN
-
-
-
LINE: NAL
Km: 21.360-22.660
and [Vertical Datum] NZVD2016
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LONG SECTION
Sht No
C:\BC-WorkSpace\SVC_MDN_PROD\M-Pd-aue-ma-01-vm,D-KiwiRail\Projects\Major Projects\601101 - RNGIM\601101-55-DES-D001 - New Lynn (Glen Eden) Crossover\Track\DR-NAL-TR-LS-01439-01.dwg 27-8-24 02:03 PM svc_mdn_prod
-
-
-
SCALE: H= 1:500, V= 1:50
DR-NAL-TR-LS-01439-01
3
PROJECT FILE No: -
Signed by Keith Ashington on: 27/08/2024 10:22:55 AM Issued for Construction
Document Outline
