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RAILWAY
R
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R
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A
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J
O
J
O
BU
ILD
ING
BU
ILD
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PORTION 48
1
1
6
3
m
1
1
6
3
m
1
1
7
1
m
1
1
6
3
m
1
1
6
3
m
1
1
6
3
m
1
1
6
3
m
1
1
6
4
m
1
1
6
4
m
1
1
7
2
m
1172m
1172m
1
1
7
2
m
1
1
7
2
m
1
1
7
2
m
1
1
7
2
m
1
1
7
1
m
1171m
1
1
7
1
m
1
1
7
1
m
1
1
7
1
m
1171m
1
1
7
1
m
1173m
1
1
7
3
m
1
1
7
3
m
1
1
7
3
m
1
1
7
3
m
1173m
1
1
6
2
m
1
1
6
2
m
1
1
6
6
m
1
1
6
6
m
1
1
6
6
m
1
1
6
6
m
1166m
1
1
6
6
m
1
1
6
6
m
1
1
6
7
m
1
1
6
7
m
1167m
1
1
6
7
m
1167m
1
1
6
7
m
1
1
6
7
m
1
1
7
4
m
1
1
7
4
m
1
1
6
7
m
1167m
1168m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1169m
1
1
6
9
m
1169m
1169m
1
1
6
9
m
1
1
6
9
m
1
1
6
9
m
1
1
6
4
m
1
1
6
4
m
1164m
1
1
6
4
m
1
1
6
4
m
1164m
1
1
6
4
m
1164m
1
1
6
3
m
1
1
6
3
m
1166m
1
1
6
6
m
1174m
1
1
7
4
m
1
1
6
1
m
1
1
6
1
m
1
1
6
2
m
1
1
6
2
m
1
1
6
2
m
1162m
1
1
6
2
m
1
1
6
3
m
1
1
6
3
m
1163m
1
1
6
3
m
1
1
6
3
m
1
1
6
3
m
1
1
6
2
m
1
1
6
2
m
1
1
6
7
m
1
1
6
7
m
1
1
6
7
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1
1
6
8
m
1168m
1
1
6
9
m
1
1
6
9
m
1
1
6
2
m
1
1
6
2
m
1164m
1
1
7
2
m
1
1
6
1
m
1
1
6
8
m
1
1
6
8
m
1169m
1
1
6
5
m
1
1
6
5
m
1
1
6
5
m
1165m
1165m
1
1
6
5
m
1
1
6
5
m
1
1
6
5
m
1
1
7
0
m
1
1
7
0
m
1
1
7
0
m
1170m
1170m
1
1
7
0
m
1
1
7
0
m
1
1
7
5
m
1
1
7
5
m
1165m
1
1
6
5
m
1165m
1
1
6
0
m
1
1
7
5
m
1
1
7
5
m
1
1
7
0
m
1
1
7
0
m
X
2
8
2
6
4
5
0
X
2
8
2
6
4
5
0
X
2
8
2
7
0
5
0
X
2
8
2
7
0
5
0
3
/1
3
2
6
1
6
1
7
7
2
1
0
4
6
7
7
4
1
1
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6
1
1
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1
0
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5
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1
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5
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1
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/1
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1
1
3
/1
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2
1
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/1
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2
1
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/1
7
2
1
0
/1
4
1
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6
/1
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1
4
/1
4
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/1
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1
1
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/1
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/1
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1
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R
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/1
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7
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1
/1
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6
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2
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9
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1
R
E
/
1
1
5
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R
E
/1
1
6
0
1
1
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2
1
0
4
1
1
0
4
4
1
0
4
2
1
0
4
0
4
/1
3
2
6
1
/1
4
1
1
/1
1
6
0
1
/1
1
6
1
9
/1
4
1
8
/1
4
1
1
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/1
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2
1
1
/1
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/1
4
1
1
0
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/1
4
1
9
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/1
7
2
4
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2
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2
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/1
7
2
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/1
7
2
2
/1
3
2
6
1
2
6
2
1
1
6
8
2
0
7
9
6
8
1
0
0
7
1
0
0
5
1
0
0
6
1
0
0
9
1
0
1
1
1
0
0
8
1
1
6
9
1
/2
0
8
1
1
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0
2
0
6
R
E
/2
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8
1
0
0
7
1
/1
1
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1
6
2
1
5
0
1
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2
/1
7
2
1
/1
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2
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7
2
7
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1
1
/1
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9
1
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R
E
/1
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1
/1
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4
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9
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3
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R
E
/1
1
6
1
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5
1
0
3
9
9
7
0
1
0
0
3
1
0
0
2
7
6
8
1
0
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2
9
7
1
1
2
1
6
R
E
/1
1
5
8
1
0
5
3
R
E
/1
4
4
1
4
2
R
E
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2
9
6
1
1
6
5
R
E
/1
3
2
6
1
1
6
4
7
7
3
1
0
1
3
7
6
9
7
7
1
7
7
6
9
6
6
9
6
9
1
0
4
9
1
0
4
8
1
0
4
7
1
0
3
8
1
0
1
2
1
1
6
3
7
7
0
1
3
3
4
1
5
2
1
5
4
1
5
6
1
6
0
1
/1
5
8
1
0
0
4
ZEERUST EXTENSION 1P
I
E
T
R
E
T
I
E
F
S
T
R
E
E
T
R
U
D
O
L
P
H
S
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T
S
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M
M
E
R
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T
N
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K
S
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R
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C
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E
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K
E
R
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W
A
T
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R
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R
E
E
T
K
L
I
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D
U
T
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T
R
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M
A
R
I
C
O
S
T
R
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T
W
E
L
T
S
T
R
E
E
T
V
O
S
S
T
R
E
E
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C
O
L
L
I
N
S
T
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E
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V
A
N
E
E
D
E
N
S
T
R
E
E
T
K
L
O
O
F
S
T
R
E
E
T
PORTION 24 (A PORTION OF PORTION 5)
OF THE FARM HAZIA No.240-JP
REMAINDER OF PORTION 5
OF THE FARM HAZIA No.240-JP
PORTION 38
OF THE FARM HAZIA No.240-JP
REMAINDER OF PORTION 5
OF THE FARM HAZIA No.240-JP
PORTION 37
OF THE FARM HAZIA No.240-JP
PORTION 5
OF THE FARM HAZIA No.240-JP
N
4
H
I
G
H
W
A
Y
X
2
8
2
7
3
5
0
X
2
8
2
6
1
5
0
X
2
8
2
6
1
5
0
2
5
m
S
T
R
E
E
T
ERF 1
ERF 1
ERF 3
ERF 3
ERF 2
2
5
m
S
T
R
E
E
T
2
5
m
S
T
R
E
E
T
ERF 1
1
:
5
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
5
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
5
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
5
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1:50 Year F
lood Line
1
:5
0
Y
e
a
r
F
lo
o
d
L
in
e
1
:
5
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:1
0
0
Y
e
a
r F
lo
o
d
L
in
e
1
:
1
0
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
1
0
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
1
0
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:
1
0
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1:100 Year Flood Line
1
:1
0
0
Y
e
a
r F
lo
o
d
L
in
e
1
:
1
0
0
Y
e
a
r
F
l
o
o
d
L
i
n
e
1
:5
0
Y
e
a
r F
lo
o
d
L
in
e
ZONE F
ZONE C
ZONE A
ZONE B
ZONE D
ZONE EZONE B
X
2
8
2
7
3
5
0
o
LOCAL MUNICIPALITY
W.G. 27
RAMOTSHERE MOILOA
LOCAL AUTHORITY
GEODETIC SYSTEM
PROPOSED TOWNSHIP
MAGISTERIAL DISTRICT
EXTENSION 5
% OF
TOWNSHIP
REFERENCE
NUMBERS
NO OF
ERVEN
AREA
(Ha)
3
PROVINCIAL ERF
USE TABLE
DESCRIPTION
OF LAND:
USE
TOTAL
NOTES:
1) Serviceability of erven to be confirmed by Civil/Electrical Engineer.
SITUATED ON PORTION 24 (A PORTION OF PORTION 5)
EMBANKMENT/
EXCAVATIONSSTRUCTURES
EXISTING
LEGEND
TOWNSHIP
BOUNDARY
Reg nr: 9870017Pr.Tech.Eng.
DATE AMENDMENT
DRAWN BY:
DATE: M.H.S.L.(TRIG)
CONTOUR INTERVAL:
14/08/2015
CONTOUR SURVEY BY:
DATE
SIGNED:
DESIGN BY:
19-01-2017
T. PIETERSE
c
Copyright
The information as indicated on this map has been compiled with the required accuracy within the parameters of
this project. Any decisions based on this information are however the sole responsibility of the decision maker.
SCALE : 1 : 2000
AMENDMENT
1m
PAT NGOBENI
PROPOSED LAYOUT PLAN 1
PLAN NO:
W
S
E
E
S
W
TOWNSHIP AREA
LOCALITY PLAN
W.V.
in Regulation 18(2)&(3) of the Town Planning
IT IS HEREBY CERTIFIED THAT WITH REFERENCE TO
THE TOWNSHIP SHOWN ON THIS PLAN IS AFFECTED BY A
SECTION 144 OF THE NATIONAL WATER ACT (ACT NO. 36 OF 1998),
PROPERLY DETERMINED BY USING ACCEPTED CALCULATION
PROCEDURES. THE DUTY REST UPON THE DEVELOPERS AND
THE LOCAL AUTHORITY TO MINIMISE THE RISK OF DAMAGE DUE
TO STORMWATER FLOWING OVER THE LAND, BY DESIGNING,
FLOODLINE IS SHOWN ON THE PLAN. THE FLOODLINE WAS
1:100 YEAR RETURN PERIOD FLOODLINE. THE 1:100 YEAR
and Townships Regulations.
The contours conform to the standards laid down
NGAKA MODIRI MOLEMA
1:100 YEAR FLOODLINE
1BUSINESS 1 15,3646 Ha 54,41%
SEWERLINE
28,2402 Ha 100%3
OF THE FARM HAZIA No.240-JP
RAILWAY
ZEERUST/EXTENSION5/1-4
1
ZEERUST
LAND SURVEYOR
P.O. BOX 1321
NELSPRUIT
1200
1:50 YEAR FLOODLINE
LINE
SA TOPOGRAPHICAL SHEET : 2526CA
27-02-2017GEOTECHNICAL ZONES
2) Erf 1 = 15,3646 Ha
Erf 2 = 0,3228 Ha
TOWN & REGIONAL PLANNERS
(PTY) LTD
CELL: 0824467338
E-MAIL: [email protected]
NATURA PROFESSIONAL PLANNERS
EXISTING PUBLIC STREET 4,0344 Ha 14,29%
09-03-2017GEOTECHNICAL ZONES
Erf 3 = 8,5184 Ha
3) Class 3 Primary Collector Road 25m wide.
PRIVATE OPEN SPACE 8,5184 Ha 30,16%1 3
GEOTECHNICAL
ZONES
ZONE DESCRIPTION
GEOTECHNICAL ZONE LEGEND
SETTLEMENT OF 10mm
ZONES
ZONE AC1/S
SITE CHARACTERISTICS
HEAVE GREATER THAN 30mmZONE BH3
HEAVE GREATER THAN 30mmZONE CH3
HEAVE BETWEEN 15mm - 30mmZONE DH2
HEAVE OF LESS THAN 7.5mm ANDZONE EH/R DIFFICULT EXCAVATION WITHIN 1.5m OF SURFACE
OLD PARTIALY FILLED QUARRYZONE FP (EXCAVATION) (EXACT EXTENTS UNKNOWN)
AREAS BELOW 1:100 FLOODLINEZONE GP (FLOODING)
APPROXIMATE AFFECTED WATER SEEPAGE AREA FROM
RAILWAY "POND"
10-03-2017PROPOSED NEW 25m STREET
NOTE : For more detail information refer to the "GEOTECHNICAL INVESTIGATION FOR PROPOSED
AUTUMN LEAF MALL IN ZEERUST, NORTH-WEST PROVINCE,
M. J. van der Walt Engineering Geologist CC, Report No: V16/045, October 2016."
SPECIAL 0,3228 Ha 1,14%1 2
GEODETIC SYSTEM:
WGS84/27
Tel: (013) 7554754
Deon H Pinard
CONSTRUCTING AND MAINTAINING A STORMWATER AND FLOOD
DEFENCE MANAGEMENT SYSTEM, WHERE APPLICABLE.