to view the entire plan.

DP 03: Underground Section
FROM PARK
DP 03: Underground Section
TO SANDTON
DP 04
DP 04
FROM PORTAL
DP 06
TO J.I.A
DP07
Depot trackwork
HATFIELD STATION
PRETORIA STATION
PRETORIA STATION
- CONTRACT
Key-dates
PARK STATION
Milestones
D&B TUNNEL
Handover to EM
TBM TUNNEL
ROSEBANK STATION
- ENABLING WORKS
SANDTON STATION
Telephone Utility Diversion
Sewer Utility Diversion
Electricity Utility Diversion
JIA
Pk 605+500
Pk 605+000
Pk 604+500
Pk 604+000
Pk 603+500
Pk 603+000
Pk 602+500
Pk 602+000
Pk 601+500
Pk 601+000
Pk 600+500
Pk 502+500
Pk 600+000
Pk 502+000
OVP 36
VIADUCT 15
Hilda
Grosvenor
Chestnut Street
OVP 35
OVP 33
Burnett Street
Lynnwood
...
Walton Jameson
Bourke
Cilliers
UNP 23
...
UNP 22
OVP 26
...
CC8
OVP 26 TER
Willow/Ridge Road
OVP 26 BIS
...
FLYOVER 7A
SARCC Tracks
VIADUCT 15
VIADUCT 07.1
Chestnut Street
SARCC Tracks
SARCC Tracks
...
...
...
VIADUCT 07.1BIS
Pk 501+500
...
VIADUCT 07.2
Pk 501+000
Pk 500+500
CC6
CC6
Pk 415+500
Pk 500+000
Eeufees Rd.
Chestnut Street
P 158-1
Acces to 4VRP
VIADUCT 06
15
Pk 415+000
VIADUCT 06
Pk 414+500
Pk 414+000
Pk 413+500
Pk 413+000
OVP 25
Pk 412+500
Pk 412+000
UNP 9
Ramps R28
Snake Valley
K103/M10
P158-1
UNP 10
Pk 411+500
OVP 24
Pk 411+000
Pk 410+500
Pk 410+000
Pk 409+500
Pk 409+000
VIADUCT 05D
Pk 408+500
Rabie Street
Von Willich
Hall Road
Gerhard Road
West Road
Jean Avenue
VIADUCT 05D
Pk 408+000
Pk 407+500
Pk 407+000
Pk 406+500
Pk 406+000
Hennops River
...
Pannevis
John Vorster
Kwartsiet Rd
VIADUCT 05C
VIADUCT 05B
Pk 405+500
Pk 405+000
Pk 404+500
VIADUCT 05A
Pk 404+000
Pk 403+500
Pk 403+000
Pk 402+500
Pk 402+000
...
2006
Top soil Removal
Dez
Cut 10
Feb
Fill 10
Mrz
BERM
Apr
Crusher Installation
Mai
Dynamic compaction
Jun
Capping Layer 0/100
OvP 36
Bulk Excavations
OvP 33
Aug
UnP 9
Piling Work
V-05b
- EARTHWORKS
2007
UnP 23
OvP 26bis
Flyover 7a
Viaduct 07.2
V-0
5c:
UnP 21
UnP 22
Flyover 7c
3
cap
s
Pie
rs
A8
2==
>A1
Pile
V-0
5c:
OVP 26 ter
OvP 24
ile
s
c:
P
05
V-
OvP 26
OvP 25
OvP 19
V-07.1bis
Foundations
V-07.1
Temporary Works
UnP 10
C5014-F2
Sep
Earthworks Finishes
Okt
Viaduct Works
Nov
Piers
Jan
Deck Underslung 1
Feb
Deck Underslung 2
Mrz
Deck Launching
Civil Construction
V06
:P
ile
s
Jul
4
18.122 m3
M 33
M 36
Construct new steel ramp for exit of vehicules in Fifth St
M 38
M 39
V06
6
Capping Layer 0/40
Subgrade1
Overhead Line Founda
tions
4
Overhead Catenary Fou
ndations
CJV E&M
r 0/100 un-c
rushed
Se
g/
wd
CJV E&M
U-
:S
eg
me
nt
al
Overhead Catena
ry Foundations
Capping Laye
U7
F6001-F1
F6035-F2
in
Capp
0
0/10
yer
g La
Sep
Demolition
Okt
OVP
Nov
UNP
Dez
Culvert
Jan
Temporary bridge
Installation
Retaining Walls
Apr
From ch +407+090 to ch +414+793
Capping Layer 0/40
Subbase
Overhead Line Foundatio
M 37
ns
From ch +502+369 to ch +600+415
Overhead Foundations
Mai
Jun
From ch +414+800 to ch +502+369
Jul
Foundations
Aug
M 40
Sep
M 41
Okt
M 41
Concrete Works
Finishes
Reinstatement
Completion of carpark at steel ramp area
<== TO PORTAL
TO DEPOT ==>
<== TO PORTAL
TO J.I.A ==>
M 42
Nov
M 43
Dez
M 44
Jan
M 45
Feb
- CIVIL M&E
M 46
Mrz
Civil M&E (b)
M 47
Apr
Civil M&E(L)
M 48
Mai
- E&M WORKS
M 49
Jun
Trackwork
M 50
Jul
M 51
Aug
M 52
Sep
M 53
Okt
M 54
Nov
M 55
Dez
Steel Structure
Testing & Commisioning
2010
Year 4
Year 5
Junction Point
Junction Point
M&E Installation Parking
Earthworks at chainage 700100 to 701800
Excavation
Buildings
M 38
From ch +600+420 to ch +605+588
Building Finishes
Viaducts Finishes
- CIVIL MISCELLANEOUS
Mrz
M 35
Deck Erection by Cranage
Aug
Feb
OvP 35
M 35
C4138-C2
CONCOURSE
M 34
5
PRETORIA STATION
U-
De
ck
48.857 m3
V0V6
-0: P
6:ie
Pris
leA
c2a2
p=s=
>A
0
Subbase
CENTURION STATION
CJV E&M
C4138-C1
Civil Construction
2008
05
V-
0
2009
d
g/
w
Se
ck
De
c:
Jun
180.000 m3
U-
Deck Erection on Scaffold
Mai
3
From ch +404+600 to ch +407+094
M 37
OCD1
Capping Layer 0/40
Subgrade
Apr
F4144-F1
PLATFORMS
SERVICE BUILDING
OvP 107
R28-S
R28-N
Flyover 7b
UNP 104a&b
UNP 103
UNP 103
Pk 401+500
OVP 19
K54 Nelmapius
Year -1
Year 1
Year 3
CJV E&M
RHODESFIELD STATION
CJV E&M
MARLBORO STATION
E
M&
JV
il
Civ
U-
M 31
M 33
J.I.A STATION
Excavate existing soil ramp
M&E Installation Station
Foundations
4
s
ini
sh
e
ion
In
st
al l
at
Concrete Works Station Box
D&B Chamber construction
Lining (L)
Okt
Jul
C4136-C6
M 32
Dismantle D&B installations
From ch +108+400 to ch +109+969
Erect Lifts and Escalators
: Deck
Launch
ing
OVP 104
OVP 105
Year 2
Marlboro Station Civil Construction
la b
er
tS
In
v
wa
ll
e
dl
id
M
an
dF
re
s
tu
tr
uc
rS
he
Ot
ch +201+700
ch +109+244
lm /
wd
21
6,2
ch +108+400
E&M
OvP 108
19.810m3
UNP 104a&b
F7004-F9 (from tunnel)
/w
d
11
lm
7, 1
ch +200+315
Excavation
ch +200+061
Excavation Station Box
ch +109+969
wd
lm/
94
6,9
ch +109+244
ch +107+901
ch +107+901
E&M Installation
M 30
From ch +200+410 to ch +202+535
ng
ni
Li
F7078-C1
UNP 102
OvP 102
F7004-F6
OVP 8
OvP 7
1,86 lm/w
d
/wd
5,10
7 lm
2,172 lm
/wd
ch +110+129
E&M Installation
ch +106+939
ch +106+939
Parking construction
ch +102+665
OVP 106
OVP 101
F7004-F3
F7004-F4
F7004-F5
UNP 100b
UNP 100a
OvP 4
Excavation D&B Chamber
ch +106+600
Station Civil E&M
E&M
ch +102+206
Road Diversion
C7014-C1
84.473 m3
OVP 103
C2074-C1(1000m3/d)
OVP 6
OVP 5
OVP 3
UNP 1
43.701 m3
Construct Portal
C2052-C2
Wet Utilities
Foundations D&B Chamber
D-Wall North
ch +106+889
ch +102+597
E&M
ch +101+524
ch +101+524
E&M
Sep
Jan
TS7 11
E&M & Finishes
T7 9
ch +100+415
18.500 m3
Electrical cables
Telekom cables (6 cables along West St)
Demolition of buildings
Ex-taxi area fencing & demolition
Foundation Parking
Wet services diversion (access Road)
Demolition of College
Demolition of 9 Storey Building
Year -1
Year 1
C6049-C1
114.273 m3
T7 8
TS7-10
TP7 6
Year 2
OS-Water - Grosvenor
OS-Water - Grosvenor
TP7 9
TP7 8
TP7 7
TS7-7
Year 3
TSW7-12
TW7-20
TS7 8
C&C 8
Year 4
TSW7-11
TS7-13
TSW7 10
TW7 ??
TW7 17
TP7 9
Telkom (Reloc)
Year 5
TW7-21
TW7-??4
TS7-12 & 12A
TW7 19
TSW7 9
TW7 18
T7 4
M 29
M 36
Parking Concrete Works
48.857 m3
M 28
From ch +714+795 to ch +714+960
Second Tunnel: M 36
T7 5
From ch +200+410 to ch +202+535
TW7??1
First Tunnel: M 35
TW7??2
M35
TSW7-8
ons
Overhead line foundati
TW7-16
M 34
TS7-6
eck
:D
Subbase (0/40)
From ch +700+100 to ch +701+800
Construct Services Bridge
6.593m3
Platform JIA
Overhead Foundations
Partition wall
C4136-C5
M 27
Capping Layer 0/40
Capping Layer 0/40
F5014-F3
966 m3
Capping Layer 0-40
rushed
Subbase
Extend Existing Walls
-1
U
05a
V-
ck
r 0/100 un-c
Capping Laye
2
C5002-C3
M 26
F7089-F3
.
TS7-?
E1
De
M 25
C7097-C3
un
0/100
Aug
Piles
C5002-C4
33.620m3
Layer
I.S 2nd stage
Dez
C5002-C2
M 24
C7119-C4 5.609m3
C7119-C5
C6019-C2
18.761 m3
I.S 1st stage
31.856 m3
F7102-F1
F7102-F2
1.300 m3
F4119-F1
:
15
C7097-F1
C7097-C2 8.821m3
C6019-C1
C6019-C3
115.148 m3
U-
Jul
TBM Erection
Subway 3
F6035-F1
V-
FC2134 (Fill 8)
T7 3
Piles
G1
: Piers
>P42
d
he
0/100 un-crus
Subway 2
TS7-5
,
sting
V-05a
0==
rs A
- P ie
k
Capping Layer
TSW7-6
TSW7-1
la
re-b
ng, P
drilli
iles
V - 15
E10
ec
-D
C7119-F1
TS7-4
W20 W20
hing
e
a: Pr
5: P
V-1
EK4 3
SG4(2) & (3)
14
12.209m3
C6608-C1
TBM Tunnel Boring
Mai
Subway 4
414.575 m3
Launc
V-05
EK4 5
EKS4 7
EK4 2
EK4 2
MTN4 1
15
=>A
0=
sA
ier
V-
M 19
M 23
F7133-F1
TW7-13
TS7-3
C4136-C4
TS7 2
Cut & Cover (Before Salvokop)
Deck
EK4 2
EK4 1
ps
ca
F4103-F1
TSW7-5
C5006-C1
TW7-10
=> Jean Avenue Bridge Upgrade
A8
9
TS7 1
F4093-F6
te
r
TW7 15
301.300 m3
Apr
Jun
Raise boring
D&B Tunnel Boring
Nov
TSW7-2
TW7-12
St
or
m
wa
TSW7 4
te
MTN 7 1
Subway 1
TSW7-3
E27
Jean Avenue Bridge Upgrade
2=
ff
si
C4136-C3
F4093-F7
A8
O
TP7 1
E27
E3
ie
rs
ps
F4111-F1
TW7 14
AQ7 4 AQ7 4
TW7 2A
AQ7 1
W19
ca
9
OS - Andries/Clara
OS - Paul Kruger OS - Andries OS - Bosman
OS - Andries/Clara-1 OS - Andries
OS - Andries/Skinner
OS - Jacob Mare
OS - Clara-1
OS - Andries OS - Andries-1
OS - Andries/Skinner-1
OS - Skinner
TW7 9
TW7 3
TW7 2
SARCC ELEC
E26
W16
ile
:P
14
M 18
M 22
C7129-F1
C7119-C2
shed
un-cru
M 33
F4093-F5
:
V-05d
:P
14
V-
EK4(14)
E9
From ch +202+500 to ch +205+400
VOD 1
W18
V-
k
Dec
C7129-C3 2.849m3
C7097-C1 5.295m3
From ch +207+500 to ch +205+400
d:
P
ile
SW
T18
tal
M 17
C7129-C2 9.354m3
29.555m3
Subbase
Both Tracks: M 33
W17
S19
m en
C7025-C6 (Crushed in 0/100)
C2074-C4 (CL 0/100)
ons
Overhead line foundati
d:
P
C5015-C1
T17
S eg
6.119m3
F7089-F2
F7113-F1
Capping Layer 0/40
05
100.000 m3
18.338 m3
13.531 m3
g
Cappin
E25
T16
T15
T14
T13
3-
M 16
84.641m3
C7129-C1
C7018-C6
0/100
V-
C4136-C2
W9
T11
T10
T9
T8
CC4 1
EKW4 5
11
=> A
0=
V-1
C7025-C6
M 15
Platform Rhodesfiled
Layer
C4136-F1
F4093-F4
C5005-C1
M 14
3 seg/wd
g
Cappin
C5014-C1
F4031-F1
F4022-F1
C7119-C3
Remove D&B Installation
C5006-C1
C4136-C1 10.888 m3
es
Pil
E24
d:
05
V- E23
E22
E21
E20
E19
SW15 OS SW2 OS SW1 OS
S5 OS W7 OS
S18
W11
W12
W10
S15
T12
07
ction
M 10
M 21
5.039 m3
W13
S17
S14
S16
W8
T7
>A
==
13
A
mic c
ompa
F4093-F3
V-
T5
T6
T4
T3
EKW4 4
A
rs
Pie
s
er
Pi
b:
5
0
V-
C4012-F1
Dyna
05
T2
R4(4)
EKSW4 6
3.259 m3
E14 E15 E16 E17 E18
S13
E13
E11
E12
E10
C4041-F1
ps
ca
C4002-C3
C4002-F1
W6
4.899 m3
S12
B4012-F2
C4002-C2
W7
le
Pi
b:
5
0
V-
S11
4.899 m3
E9
E8
F4035-F1
T1
T4 9
T4 8
:
13
V-
M 9
C4041-F2
F4007-C1
S10
1.232 m3
S9
E7 W4
E6
b:
05
V-
es
Pil
F4093-F1
NTP+4
S6E5
8.411 m3
ction
ompa
mic c
Dyna
S8
S7
B4041-F4
B4032-F2
M 6
S5
B4032-F1
B4041-F3
37.243 m3
M 8
W3
EKW4 11
R4(5)
EKS4 8
EKSW4 3
s
ap
ec
Pil
SG4(1)
EK4(16)
B4012-F1
F4031-C2
W5
E2
EK4 11
EK4 13
EK4 12
EK4 10
EKS4 10
EK4 6
9.721 m3
C4012-C2
M 7
S4
S3
SW14(Off)
EK4 4
EKS4 5
F4022-C2
2.872 m3
C4002-C1
cell c1
S2
E28
W1
T4 11
T4 10
EKS4 6
EKSW4 2
EKS4 4
EKW4 2
EK4(15)
R4(2)a
R4(2)b
C4012-C1
M 5
W14
W15
S1
MTN 1
E3 E4
W2
EK4 7
R.W 1120MM DIA
EKS4 3
EK4 ??
EK4 9
EK4 8
EKSW4 1
EKS4 2 T4 7
R4(1)a
F4035-C2
583 m3
B4041-F2
5.633 m3
OS - Bosman-1
EKW4 1
R4(1)b
:
13
VF7089-F1
8.173m3
M 52
M 55
JS4 17
M 42
626 m3
710 m3
F4022-C1
M 13
2 seg/wd
From ch +701+800 to ch +713+505
M 51
OCD2
F7078-F2
C7075-C4
F4035-C1
M 20
M 50
M 54
T4 6c
6.838m3
C7016-C3
M 49
M 53
T4 6b
CP4(13)
G
T4 6
4
N
ALLI
T4 6a
52
GN
Y, SI
ENAR
T
A
C
,
SWC
JW4 8
es
01
M 45
JS4 14
JS4 13
h
is
1
0>
From ch +102+660 to ch +105+660
T4 5
T4 4b
T4 4a
in
29
Closing opening above window D&B
Installation Removal
M 47
E7
/F
es
0
10
M 44
From ch +100+020 to ch +102+662
JW4 6
r
tu
uc
Ch
M 43
From ch +105+660 to ch +108+395
M 47
E4
r
St
M
E&
Removal of site installation
M 46
Build Slab above Tunnel
17.970 m3
M 4
r
&M
-E
JV
l
i
Civ
Construction of D&B Shaft
C7075-F1
C7075-C2
Park Re-instatement
M 36
e
th
vil
&M
lE
5
10
4
52
E3
e
ag
in
ra
O
Ci
i
Civ
Ch
1
10
7>
73
3.052m3
F7069-F1
B4041-F1
34.602m3
es
sh
+d
Installation Removal
C7075-C1
68.607m3
in i
Building Works/Finishes
b
sla
rt
ve
In
se
ct
ion
Cut & Cover Box
M 40
M 48
all
Backfilling
M 39
M 45
C7018-F2
48.000 m3
C4041-C2
Capping Layer crushed 0/10
M
E&
Vil J
Civ
Site Installation Removal
tu
re
sT
BM
M 38
M 43
25.028m3
C7025-C6 (for CL 0/100)
F
s/
tr
uc
M 37
M 42
re
wd
lm /
Ot
he
rS
d
M 36
M 41
tu
Installation Removal
nw
uc
tr
94
lm/w
2,736
M 33
M 35
o
iti
5,8
Re-instatement
M 32
C7025-C5
F7004-F10
Building Works
M 31
M 34
Shaft Lining
Building Works/Finishes
M 30
rt
rS
he
Shaft Lining
Raise Boring
E&M
JV -
M 29
Civil
TBM dismantling
Pa
/w d
Concrete Works
2 rings/wd
Raise Boring
Ot
2 lm
M 28
ck
4 rings/wd
4,45
M 27
e
1:D
V -1
8 rings/wd
E6
JS4 10
5
>A
Cover Grouting
Weathered Rock
JS4 11
==
Shaft Lining
JW4 5
0
3 rings/wd
36.750m3
F7060-F4
C7018-C5
1.517 m3
F4031-C1
13.319m3
Concrete Works
Mrz
M 2
C7119-C1
wd
lm /
wd
lm/
Excavation
Weathered Rock
Site Installation (80m Shaft)
C7025-C4
F7060-F3
53
85
6,3
Building Works/Finishes
6.081m3
35.754m3
Cover Grouting
M -3
M 12
5,8
Building Works/Finishes
Installation Removal
Site Installation Removal
3 seg/wd
Station Civil Works
Raise Boring
M 26
Site Installation
-TUNNEL
F4007-F1
C7063-C1
F7046-F2
C2074-C3 (To Dump)
Excavation in Weathered Rock
M 25
10.000 m3
130.464 m3
Re-instatement
C7018-F1
10.500 m3
Site Installation Removal
Cover Grouting
T4 3
JW4 4
sA
8 rings/wd
Lining
M 24
E2 a
Weathered Rock
Feb
M 11
C7075-C3
Connection to TBM Tunnel
M 23
2 seg/wd
==> To Spoil
Connection
Site Installation
JS4 (7) JW4 1
ier
:P
Foundations Smith St.
C7025-F1
14.700 m3
11
V-
eck
Concrete Works
CC n°103-b (Cut & Cover)
101.500m3
C7016-C1
C7016-C2
M -4
M 3
52.500 m3
-D
M 21
M 22
Shaft Lining
C7055-F1
3.069m3
C7018-C4(To dump)
A5
Concrete Works
CC n°103-a (Cut & Cover)
C7025-C3
35.835m3
V-1
M 20
F7060-F2
C7025-C2
==>
M 19
662m3
5.130m3
A0
/wd
Excavation in Weathered Rock
North Utility bridge
JS4 07
C2074-C2
C7055-C1
C7025-C1
Lining (B)
Cover Grouting
M 1
40.230m3
ps
22.105m3
Installation of D&B
5 lm
4,66
Weathered Rock
F7060-F1
Road Diversion
- SHAFTS
Jan
C-4041-C1
V-14: Piles
Traffic Diversion
M -5
M -1
C7034-C2
ca
ca
ps
2 seg/wd
Site Installation
F7046-F1
Piles
Gas Utility Diversion
Dez
B4002-F1
s
ier
/wd
3 rings/wd
Installation
10.000 m3
F7078-F1
15.160m3
C7034-C1 1.762m3
ile
C2085-C2
-P
8 lm
Excavation: Portal to Sm. St.
C7018-C3
F7060-C1
JS4 06
1
V-
Pi
le
V-1
4,03
1 rings/wd
CITY POWER
M 18
Wet utilities
M 17
North C&C (excl Front Shaft)
M 14
M 16
CP4(9)
F7012-F2
CP4(7)1: P
V1-
Installation and Commissioning - TBM
M 15
V-13:
36.900 m3
/wd
Excavation
M 13
34.910 m3
C7014-C2
2,227 lm
Re-instatement Wolmarans str
C7018-C2
Concrete slab + Installation of D&B
D&B Chamber: Base Slab + Retaining
M 12
CP4(10)
JS4 JS4
(6) (5)
745 m3
D-Walls: Portal to Smith St.
Building Works/Finishes
20.000 m3
NTP+0
Water Utility Diversion
M -6
M -2
NTP+2
C7018-C1(To Dump)
E2
Station Box Slab
T4 2
E1
Building Works/Finishes
Cut & Cover section Slab
Shaft Lining
CP4(5)
T4 1
JS4 04
Site Installation Removal
T4 4
JS4 05
JS4 (3)
JS4 (1)
Lining
Site Installation Removal
M 11
CP4(2)
C2085-C1
Installation of D&B
Station & Ramps
Excavation
Tunnel underneath
Telkom
Chamber
M 10
JS4 (2)
d
M 9
F7012-F1
Rock excavation
Site Installation
/w
2,329 lm
M 8
JS4 01
M 7
CP4(1)
M 6
E14
TBM Shaft Slab
E14
NTP+4
T4 13
Soft excavation
NTP+4
JW4 3
Excavation
Concrete Works D&B chamber
M 5
NTP+4
Excavation
TBM Shaft
JW4 3
NTP+4
T4 12
E12
NTP+4
Auger piles (3 Rigs used)
Weathered
Rock Slab
D&B
Front Shaft
NTP+0
E14
CP4(11)
Construction of Diaphrame Walls
Foundations Smit St & Carpark
NTP+2
CP4(12)
South utility Bridge
Excavation Ramps & Zone 3 (access to D&B chamber)
CP4(11)
Piling Works TBM Shaft
D&B Front Shaft
70.197 m3
E11
E11
Excavation
Cover Grouting
C2052-C1
NTP+0
CP4(8)
CP4(8)
Cover Grouting
T4 13
Site Installation (55m Shaft)
Piling Works (D&B Shaft)
Crossing Water Pipe diversion
NTP+2
Wet utilities
M 4
Site Installation (45m Shaft)
NTP + 2
E13
33.515 m3
CP4(??)
CP4(??)
Foundations D&B Chamber
Stormwater pipe relocation
Site installation
M 2
M 3
Diversion of Telkom services
M 1
NTP+0
JS4 18
NTP+0
Lay new ducting and power cables
JS4 (8)
JS4 18
JS4 02
M -1
Sewer diversion Eastern Footpath
M -2
JS4 17b
JS4 08
E13
JS4 (8)
E12
JW4 2
JS4 08
M -3
Profiles P5 to P7
T4 4 2b
M -4
Pk 401+000
...
M -6
M -5
Pk 400+500
Pk 400+000
Pk 714+500
Pk 714+000
Pk 713+500
Chestnut Street
OVP 108
VIADUCT 15
Pk 713+000
Pk 712+500
Pk 712+000
Pk 711+500
VIADUCT 14
Pk 711+000
Pk 710+500
Lovato Road
Modderfontein road
OVP 107
VIADUCT 14
Pk 710+000
Pk 709+500
Pk 709+000
Pk 708+500
UNP 104
VIADUCT 13
Pk 708+000
...
VIADUCT
13
Centenary Way
UNP 102
Antwerp Road
Second Road
...
Third Road
Pk 707+500
Pk 707+000
Pk 706+500
Pk 706+000
Pk 705+500
Pk 705+000
Pk 704+500
Pk 704+000
Pk 703+500
Pk 703+000
Pk 702+500
OVP 106
Pk 702+000
...
OVP 105
...
...
CC103 B
Pk 701+500
N3 Off ramp
N3 Freeway
N3 On ramp
OVP 101
OVP 102
VIADUCT 11
VIADUCT 11
...
UNP 100-A
...
Zinnia Drive
Chestnut Street
First Street
Pk 701+000
Pk 700+500
Pk 700+000
VIADUCT 15
Pk 208+500
Pk 208+000
Pk 207+500
OVP 8
Pk 207+000
OVP 7
Third road
OVP 6
OVP 5
Marlboro drive
OVP 3
N3 Off ramp
N3 Freeway
N3 On ramp
OVP 4
Pk 206+500
Pk 206+000
VIADUCT 1
VIADUCT 1
Jukskei River
CC2 BIS
Pk 205+500
Zinnia Drive
...
CC2
...
CC2 BIS
Pk 205+000
Pk 204+500
Pk 204+000
Pk 203+500
Pk 203+000
Pk 202+500
Pk 202+000
Pk 201+500
Pk 201+000
MUSHROOM SH.
West Road
Chestnut
Street
5th Road
CC1 BIS
CC1 BIS
VIADUCT 15
RIVONIA SH.
Pk 200+500
Pk 110+000
Pk 200+000
Pk 109+500
Pk 109+000
Pk 108+500
Pk 108+000
MELVILLE SH.
Pk 107+500
Pk 107+000
CRADOCK SH.
Pk 106+500
Pk 106+000
CC1
CC1
Pk 105+500
Pk 105+000
Pk 104+500
Sth. AV. SH
9th STREET SH.
Pk 104+000
Pk 103+500
RODEAN SH.
Pk 103+000
Pk 102+500
Pk 102+000
Pk 101+500
HILBROW SH.
Pk 101+000
Pk 100+500
CCO
CCO
Pk 100+000
Stormwater Utility Diversion
S.W.C & Signalling
Catenary
FINAL TESTINGS
Testing & Comissionning
Trial Running