PTN 473 PTN 281

port

ion

stre

am n

ot su

rvey

ed

pylon

PTN 473

3 m s/w serv.

3 m

s/w

serv.

STREET 16 m

port

ion

stre

am n

ot su

rvey

ed

pylon

16 m Building line

16 m Building line

16 m Building line

16 m Building line

41

42

43

44

46

45

1

2

3

STREET 16 m

Concrete 2

SR07B-S

SR07-S/P2

SR06A-N

PR06

PR06-1

ZZ1_HW

FW Outcrop

SR08-P1

SR FW Outcrop 1

SR FW Outcrop 2

SR FW Outcrop 3

Concrete 3

MR02-S

MR02-N

SR05-N

SR05-S/P2

SR06A-S/P2

SR05-P1

MR02-P1

SR06A-P1

SR06-S

SR06-N

SR07C-N

SR07C-P1

SR07-N

SR07A-E

SR07-P1

SR07A-W

SR09-N

SR09-S/P2

SR09-P1

SR10-N

SR10-S/P2

SR10-P1

MR03-N

MR03-S/P2

MR03-P1

MR04-N

MR04-S/P2

MR04-P1

MR05-N

MR05-S/P2

MR05-P1

MR06-N

MR06-S/P2

MR06-P1

MR07-N

MR07-S/P2

MR07-P1

MR08-N

MR08-S/P2

MR08-P1

MR07A-S

MR07A-N

MR07B-S

MR07B-N

SR01-N

SR01-S/P2

SR01-P1

SR02-N

SR02-S/P2

SR02-P1

SR03-N

SR03-S/P2

SR03-P1

SR04-N

SR04-S/P2

SR04-P1

PR04-1

PR05

PR07

PR08

PR03

PR02

PR02-1

PR01

MR01-S

MR01-N

SR08-N

SR08-S/P2

SurfaceCrack

SurfaceCrack

SR07C-S/P2

SR07B-N

NO DEVELPMENT

MODERATE TO HIGH RISK

MODERATE TO HIGH RISK

MEDIUM RISK

LOW RISK LOW RISK

MEDIUM RISK

RC02

RC01

NO DEVELPMENT

BUSINESS 1

1688m

1697m

1698m

1698m

1699m1700m

1715m

1715

m

1691m

1691

m

1691m

1672m

1672

m

1672

m

1690

m

1690

m

1690m

1711m

1711

m

1711

m

1711

m

1686m

1686m

1686m

1687m

1687

m

1687m

1688m

1688

m

1688m

1671

m

1671m

1671m

1697m

1697m

1673m

1673m

1714m

1714m

1714m

1682m

1682

m

1682m

1666

m

1666m

1667m

1667

m

1710m

1696m

1696m

1696m

1696m

1697m

1697m

1697

m

1697

m

1709

m

1709m

1709

m

1709m

1674

m

1674m

1674

m1669

m

1669m

1669m

1670

m

1670m

1670m

16

66

m

1666m

1666

m

1669

m

1669

m

1670

m

1670

m

1670m 1

66

7m

1667

m

1667

m

1713m

1713m

1678m

1678

m

1678m

1679m

1679

m

1679m1675m

16

75

m

1675

m

1693m

1693

m

1693

m

1719

m

1719m

1683m

1683

m

1683m

1702m

1702m

1716m

1716m

1695m

1695

m

1695

m

1716m1678m

1680m

1680

m

1680m

16

84

m

1684

m

1684m

16

85

m

1685

m

1685m

1704m

1704m

1704m

1704

m

1704m

1705m

1705m

1705m

1705

m

1705m

1698

m

1698

m

1698

m

1698m

1698m

1699

m

1699

m

1699

m

1699m

1700

m

1700

m

1700

m

1700m

1692

m

1692

m

1692m

1689

m

1689m

1689m

1715m

1715m

1676m

1676m

1676m

1717

m

1701

m

1701

m

1701

m

1701m

17

12

m

1712

m

1712

m

1712m

1665m

1665

m

1665m

1694m

1717m

1668

m

1668

m

1668

m

1677m

1677m

1677m

1714m

1717m

1709m

1677m

1695m

1695m

1666m

1702

m

1702

m

1702m

1708m

1708

m

1708m

1708m

1708

m

1705

m

17

18

m

1718m

16

76

m

1713

m

1713

m

1713m

1715m

1715

m

1717m

17

17

m

1693m

1714m

1714m

1672m

1672m

1672

m

1671m

1671

m

1671

m

1668m

16

68

m

1668

m

1675m

1673

m

1673m

1673

m

1710

m

1710

m

1710

m

1710m

1706m

1706

m

1706m

1706m

1706

m

1681m

1681

m

1681m

1674m

1674m

1665

m

1665m

1703m

1703

m

1703m

1703m

17

03

m

1694m

1694

m

16

94

m

1707

m

1707

m

1707m

1707m

1707m

1685m

1676

m

1664m

1692m

1663

m

1668

1666

1668

1702

17021668

1664

1664

16

70

1698

1698

1668

1668

1668

1666

1666

1696

1670

1670

1706

1706

1672

1672

1672

1674

1674

1674

1676

1676

1676

1678

1678

1678

1680

1680

1680

1682

1682

1682

1682

1684

1684

1684

1684

1684

1686

1686

1686

1686

1688

1688

1688

1688

1694

1690

1690

1690

1692

1692

1692

1694

1694

1694

1696

1696

169016921694

1696

1696

1696

1698

1698

1698

1698

1700

1700

1700

1704

1704

1682

1684

16861688

1692

1690

1700

1666

1668

1672

1670

1668

1682

1682

1684

1684

1668

1696

1696

1702

1670

1675

1685

1690

1695

1700

1700

1705

1680

PTN 473

Transmission Servitude

Serv.

PTN 281

(PRS92/28/4Bp)

(PR

S92/

28/

4Bp)

port

ion

stre

am n

ot su

rvey

ed

ends of PWV5Road Plans 30m

BU

ILD

ING

LIN

E

20m

BU

ILD

ING

LIN

E

PTN 22

NO.6 INCLINE SHAFTCOLLAR - 120,15mDEPTH - 30,63m

NO.8 INCLINE SHAFTCOLLAR - 133,2mDEPTH - 273,4m

NO.3 INCLINE SHAFTCOLLAR - 105,4mDEPTH - 53,1m

NO.7 INCLINE SHAFTCOLLAR - 124,9mDEPTH - 179,1mbs

NO.4 INCLINE SHAFTCOLLAR - 108,1mDEPTH - 129,6m

BUFFER AREA

Transmission Servitude

Servitude Area (5997/

1996)

pylon

STREET 13 m

STREET 13 mSTREET 13 m

STREET 13 m

BU

FFER

ZO

NE

STREET 13 mSTREET 13 m

STREET 13 m

STREET 13 m

RESIDENTIAL 1

TOTAL 26,1671 ha 100%

ANSEC 171 (PTY) LTD

# LINE OF NO ACCESS

# GEOTECHNICAL ZONES

# TOWNSHIP BOUNDARY

# K - ROUTES

NOTES:

# WETLAND & BUFFER ZONE# FLOODLINE

91

SPECIAL 6

1A2F1A

2A

GEOTECHNICAL LEGEND

3L1G

AREA UNDERLAIN BY COLLAPSIBLE SOIL HORIZON,LESS THAN 750mm THICKAREA UNDERLAIN BY COLLAPSIBLE SOIL HORIZON, LESS THAN 750mmTHICK, AND 10-50% ROCK OR HARDPAN PEDOCRETES WITHIN 1,5m OF SURFACEAREA UNDERLAIN BY COLLAPSIBLE SOIL HORIZON, GREATER THAN 750mm THICK

AREA SUBJECTED TO FLOODING AND WITHIN THE 1 : 50 YEAR FLOODLINE

AREA FALLING WITHIN 100m OF SHAFT No.125

GEOTECH AS COMPILED BY AFRICA EXPOSED CONSULTING ENGINEERING GEOLOGISTSREPORT No. : 0613 DATE: MARCH 2013

PTN 473

PUBLIC STREET

%AREASTANDNO. OFLAND USE

LAND USE TABLE - WILFORDON EXT.8

3 m s/w serv.

3 m

s/w

serv.

BUFFER AREA

BU

FFER A

REA

25 m

STREET 16 m

SPORT FIELDS

BUFFER AREA

SPECIAL SPECIAL

PUBLIC OPEN SPACE

MUNICIPAL - SPORTS FIELD

3

102

SERVITUDE:AFFECTING RE OF PORTION 14:# S.G A6031/1975 (K2825/1975s) - ELECTRICAL POWER LINE SERVITUDE

MATHOLESVILLE0

100

200

300

400

500

X 2 895 500

A 6113/90

Stormwater serv

SERVITUDE A 907/23

Serv.

(PRS92/28/4Bp)

(PR

S92/

28/

4Bp)

BASIC PLANNING FOR K198

(PRS 80/45/3Bp)

port

ion

stre

am n

ot su

rvey

ed

ends of PWV5Road Plans

20m

BU

ILD

ING

LIN

E

20m

BU

ILD

ING

LIN

E

PTN 22

PROPOSED TOWNSHIPWILFORDON EXT 9

PRINCESS SHAFTCOLLAR - 81,7m

Transmission Servitude

pylon

PTN 416

Y -8

4 5

00

Y -8

4 0

00

Y -8

4 0

00Y -8

3 5

00

X 2 895 000

X 2 895 500

X 2 895 000

Y -8

4 5

00

COORDINATE SYSTEM : WGS84 (WG 27)

COPYRIGHT RESERVED

SCALE

DATE

APPROVED

D R A W I N G N o.

DRAWN

DESIGNED

C L I E N T

T e l n o : Hunter Theron Inc( 0 1 1 ) 4 7 2 - 1 6 1 3F A X : ( 0 1 1 ) 4 7 2 - 3 4 5 4 T O W N P L A N N E R S

CST

HT

5 3 C o n r a d S t r e e tF l o r i d a N o r t h E - m a i l :h t t r p @ i a f r i c a . c o m

P R O J E C T

k h a r e . i n c @ i a f r i c a . c o m

1:3000 (A1)

AUG. 2018

T1308 / COMPILATION

SERVITUDE DIAGRAM

PTN 281

16 m Building line

16 m Building line

16 m Building line 16 m Building line

16 m Building line

STREET 16 m

EDUCATIONAL

BUSINESS 1

FITMENT CENTER

P O S

10

60

R O A D (Ptn 125)

PTN 125

Extension 4

Agricultural Holdings

Rem of Princess

Rem 1 2 0

8 7

3 8

Rem 19

3 7

PTN 60

PTN 304

P E N N Y R O A D

11

18

11

17

11

16

11

15

11

14

11

13

11

12

11

11

11

10

11

09

11

08

11

07

11

06

11

05

11

04

11

03

11

02

11

01

11

00

10

99

10

98

10

97

10

96

10

95

10

94

10

93

10

92

10

91

10

90

10

89

10

88

10

87

10

86

10

85

10

84

10

83

10

82

10

81

10

80

10

79

10

78

10

77

10

76

10

75

10

74

10

73

10

72

10

71

10

70

10

69

10

68

10

67

10

66

10

65

10

64

10

63

10

62

10

61

limit proclaim

ed road SG A3038/1975

10

59

10

58

10

57

10

56

10

55

10

54

10

531

05

2

10

51

10

50

10

49

10

48

10

47

10

46

10

45

10

44

10

43

10

42

1041

1040

1039

1038

1037 10

36

10

35

10

34

10

33

10

32

1031 1030 1029 1028 1027 1026

10

25

10

24

10

23

10

22

10

21

10

20

10

19

10

18

10

17

10

16

10

15

10

14

10

13

10

12

10

11

10

10

10

09

10

08

10

07

10

06

10

05

10

04

10

03

10

02

10

01

10

00

99

9

99

8 99

79

96

99

5

99

4

99

3

99

29

91

99

0

98

9

98

8

98

7

98

69

85

98

4

98

3

98

29

81

98

0

97

9

97

89

77

976

975

974

97

3

97

2

97

1

97

0

96

9

96

8

96

79

66

96

5

96

4

96

3

96

2

96

196

0

959

958

957

956

95

5

95

4

95

3

95

2

95

1

95

09

49

94

8

94

7

94

69

45

94

4

94

3

942 94

1

940

939

93

8

937

93

6

93

59

34

93

3

932

931

930

929

928

927

926

925

92

4

923

922

921

920

91

99

18 91

7

91

6

915

914

913

912

91

1

910

909

908

90

79

06

90

59

04

90

3

902

901

900

899

898

897

896

895

894

893

892

891

890

889

11

29

11

28

1127 P

.O.S.

11

26

11

25

1124 P

.O.S.

1123

11

22

11

21

1120 P

.O.S

P.O

.S.

P.O

.S.

P.O.S.

P.O

.S.

P.O

.S.

P.O

.S.

A6038/87

SERV. 2m wide

A 7

238/

86

Sew

er s

erv.

3m

wid

e

E.P.L. SERV. A 2524/27

A3275/78SERV

SER

V. 5

998/

96

SERV. 5998/

96

A 358/1923

Telephone cable serv.

CO

RLET

T\

GR

EA

T W

EST

RO

AD

ROAD PROC. A3033/75SH

AK

ESP

EA

R C

LO

SE

WEBSTER AVENUE

SCOTT CRESCENT

MARLOW CRESCENT

WEB

STER

A

VEN

UE

13m

G.A. VISSER CRESCENT

PRINGLE STREET

BELLOC STREET 13m

CLO

SE

MILTON

1119 P

.O.S.

EXTENSION 51GROBLERPARK

EXTENSION 33GROBLERPARK

HOLDING 247

207

206

205

204

203

202

201

200

199

198

197

196

195

618

619

620

621

622

623

624

627

628

CO

RLET

T\

GR

EA

T W

EST

RO

AD

GROBLERPARK X 72

10

.5 m

ST

REET

10.5 m STREET

BU

SIN

ESS 1

10.5 m STREET

10.5

m S

TR

EET

10

.5 m

ST

REET

1695

10

.5 m

ST

REET

SEW

ER L

INE

SEW

ER LI

NE

P.O.S

74

75

m²

13

m S

TR

EET

PTN 463(OF 77)

PTN 107

Extension 4Agricultural Holdings

Rem of PrincessPenny Road

PTN 107

centreline of Electric Power

ERF 16

Transmission Servitude

ERF 15Wilfordon Ext 1

SERVIT

UD

E SG A

2524/1927 1

5,7

5m

wide

(A524/

1923) centreline of Serv of Way Leave 3.78m

wide for Pipe Line

Servitude Area SG A907/1923 23,30m wide

Serv Area 5999/

96

Elec

tric P

ower

Tra

nsm

issio

n Se

rv

PROC ROAD

appro

x lim

it road

servitu

de

limit proclaim

ed road SG A3037/1975

Serv Area 6006/1996

Serv Area 6007/

1996

BEND

POINTGR

OBLE

RPAR

KS

W A

M P

S W A M P

IRIDIUM STREET

1:50 yr floodline by V

IP CONSULTING ENGINEERS

1:100 yr floodline by V

IP CONSULTING ENGINEERS

Stream

positi

on det

ermine

d by V

IP CONSULTING ENGINEERS

PR

OPO

SED

P W

V 5

PR

OPO

SED

P W

V 5

EXTE

NSIO

N 71

SERV. SG

6005/1996

SG 6

004/

1996

SER

VIT

UD

E

SG A11/1936

A3276/1978

centreline of Electric Power

Transmission Servitude

SG 6000/1996

A3279/1978

A32

79/1

978

Serv of ROW 15.74m

Servitude Area SG A907/1923 (23,30m wide)

SERVIT

UD

E SG A

2524/1927 (1

5,7

5m

wide)

ROAD FOR PROC.

DIAGRAM SG A3038/1975

SURVEYS OF 1975STATUS OF PROCLAMATIONUNKNOWN

WET

LAN

D

WET

LA

ND

HIGH DENSITY

PUBLIC OPEN SPACE

HIGH DENSITY

SERVIT

UD

E SG A

2524/1927 1

5,7

5m

wide

SERVIT

UD

E SG A

2524/1927

1,5431ha

HIGH DENSITY

2,30 ha

6,89 ha

2 9 7

CHURCH 3

HIGH DENSITY 1,5437ha

2

STRE

ET 1

3 m

STREET 16 m

POND OVERFLOW

P O S

BUFF

ER Z

ON

E

BU

FFER

ZO

NE

STREET 16 m

PROP

OSED

ACC

ESS

STREET 20 m

3 m S/W SERV

3 m s/

w serv.

3 m s/

w serv.

3 m

s/w

ser

v.

3 m

S/

W S

ER

V

SERVITUDE AREA479,29 m²

OF TOWNSHIPAREA NOT PART

OF TOWNSHIPAREA NOT PART

PUBLIC OPEN SPACE

WET

LAN

D

306

318

2

3

4

1

5

6

7

8

PROP

OSED

ACC

ESS

PROPOSED ACC

ESS

STREET 16 m

STREET 16 m

R 20 mR 10 m

R 20 m

R 10 m

R 20 m

R 10 m

R 20 m

PUMPSTATION

P O S

limit proclaimed road SG A3038/1975

P E N N Y R O A D

W

XYZA1

A3A4

A5

A6A7A8A9

A10A11

A12A13

A14

A15

STREET 16 m P E N N Y R O A D

6m x 3m

SERVITUDE

6m x 3m

SERVITUDE

6m x 3m

SERVITUDE

6m x 3m

SERVITUDE

CHURCHSTREET 13 m

STRE

ET 1

3 m

STREET 13 m

STRE

ET 1

3 m

STRE

ET 1

3 mSTRE

ET 1

3 m

P O S

P O S

P O S

0,1819

0,2663

0,1322

RESIDENTIAL 1

RESIDENTIAL 1

MUNICIPAL

18

17

30m x 15m

SWITCHING STATION

3

20 4

5

22

6

7

25

8

9

26

27

10

11

12

13

14

15

37

16

41

19

42

21

43

23

24

28

33

35

36

38

39

40

OUTFALL

44

46

47

1

2

45

21

34

ROW SERVITUDE

VIDE DIAGRAM 1594/2017

EDUCATIONAL 1

5,20 ha

P O SP O S

P O S

P O S

# FIGURE A - U REPRESENTS PROPOSED TOWNSHIP WILFORDON EXT.8# BASE PLAN SURVEY & CONTOURS SURVEY CONDUCTED BY MARK WIJNBERG LAND SURVEYORS# ROAD ALIGNMENT PROVIDED BY JAC BOTHA, ROUTE 2 TRANSPORT STRATEGIES

FLOODWATERIT IS CERTIFIED HEREBY THAT THE PROJECT AREA IS AFFECTEDBY FLOODWATERS AS PER SPECIFICATIONS LAID DOWN BYSECTION 144 OF THE NATIONAL WATER ACT, 1998(ACT 36 OF 1998)

TOTAL 100%

PUBLIC STREET

%AREASTANDNO. OFLAND USE

LAND USE TABLE - WILFORDON EXT.9

3

2

SPECIAL - FILLING STATION 1

FIGURE 1 - 4, J - M, 4 REPRESENTS APORTION OF ROAD (HATCHED AREA) TOPROVIDE ACCESS TO PORTION 22, TO BECANCELLED UPON CONSTRUCTION OF NEWACCESS ROAD AS INDICATED IN TOWNSHIP

1

2

3

4

STREET 16 m

1

Filling Station

MOTOR CITY

STREET 20m

SPECIAL SPECIAL SPECIAL SPECIAL

EDUCATIONALSPORT FIELDS

MUNICIPAL

SPECIAL

1,78 HA

P O S

STOP

0,7 HA

SPECIAL - FITMENT CENTRE 1

SERVITUDE DIAGRAMS.G 59/2018 (36m WIDE)

S.G 59/2018 (36m WIDE)

SERV

ITUD

E DIA

GRAM

S.G 57

/201

8 (36

m W

IDE)

SERVITUDE DIAGRAMS.G 57/2018 (36m WIDE)

SERVITUDE DIAGRAM 57/2018 (36m WIDE)

85,25 m8,43 m

60,10 m

9,54 m

52,76 m

63,75 m

21,88 m

48,41 m

RISK ASSESSMENT:

I THE UNDERSIGNED, HEREBY CERTIFY THAT JONES& WAGENER, ENGINEERING & ENVIRONMENTALCONSULTANTS HAS CONDUCTED A RISKASSESSMENT FOR THE SITE BASED ON THE REPORTFROM BANZI GEOTECHNICS;IT IS FURTHER CONFIRMED THAT FINDINGS OF THESTUDY IS CORRECTLY INDICATED ON THE PLAN ANDTHAT THE PROPOSED LAND USES ARE INCOMPLIANCE WITH THE STUDY / FINDINGS.

...................................... ........................................NAME OF ENGINEER SIGNATURE

...................................... .......................................PR.ING. DATE

Concrete 2

SR07B-S

SR07-S/P2

SR06A-N

PR06

PR06-1

ZZ1_HW

FW Outcrop

SR08-P1

SR FW Outcrop 1

SR FW Outcrop 2

SR FW Outcrop 3

Concrete 3

MR02-S

MR02-N

SR05-N

SR05-S/P2

SR06A-S/P2

SR05-P1

MR02-P1

SR06A-P1

SR06-S

SR06-N

SR07C-N

SR07C-P1

SR07-N

SR07A-E

SR07-P1

SR07A-W

SR09-N

SR09-S/P2

SR09-P1

SR10-N

SR10-S/P2

SR10-P1

MR03-N

MR03-S/P2

MR03-P1

MR04-N

MR04-S/P2

MR04-P1

MR05-N

MR05-S/P2

MR05-P1

MR06-N

MR06-S/P2

MR06-P1

MR07-N

MR07-S/P2

MR07-P1

MR08-N

MR08-S/P2

MR08-P1

MR07A-S

MR07A-N

MR07B-S

MR07B-N

SR01-N

SR01-S/P2

SR01-P1

SR02-N

SR02-S/P2

SR02-P1

SR03-N

SR03-S/P2

SR03-P1

SR04-N

SR04-S/P2

SR04-P1

PR04-1

PR05

PR07

PR08

PR03

PR02

PR02-1

PR01

MR01-S

MR01-N

SR08-N

SR08-S/P2

SurfaceCrack

SurfaceCrack

SR07C-S/P2

SR07B-N

NO DEVELPMENT

MEDIUM RISK

LOW RISK

LOW RISK

MEDIUM RISK

NO DEVELPMENT

RC02

RC01

M

E

D

I

U

M

R

I

S

K

NO DEVELOPMENTMODERATE TO HIGH RISK

MEDIUM RISK

LOW RISK

RISK ASSESSMENT ZONES: CONDUCTED BY JONES & WAGENER ENGINEERING & ENVIRONMENTAL CONSULTANTS

NO DEVELPMENT

NO DEVELPMENT

NO DEVELPMENT

NO DEVELPMENT

MEDIUM RISK

LOW RISK

MEDIUM RISK

NO DEVELPMENT

NO DEVELPMENT

NO DEVELPMENT

MODERATE TO HIGH RISK

LOW RISK

LOW RISK NO DEVELPMENT

MEDIUM RISK

MEDIUM RISK

SERVITUDE DIAGRAM 57/2018 (36m WIDE) SERVITUDE DIAGRAM 57/2018 (36m WIDE)

SERV

ITUD

E DI

AGRA

M 57

/201

8 (3

6m W

IDE)

LOW RISK

centreline of Electric Power

16 m Building line

(SG A6031/1975)

centreline of Electric Power

(SG A6031/1975)

UNMINED SOUTH REEF

UNMINED MAIN REEF

BACKFILLED AREAS

RISK CLASSIFICATION;

MINING;

MODERATE TO HIGH RISK

MODERATE TO HIGH RISK

TOTAL 28,5730ha 100%6

10,2072 ha

1,3872

6,34 62,11

13,59

0,70 6,86

1,78 17,44

3,382,7458

2,75

9,9502

2,3411

10,50

12,92

10,51

38,02

8,94

5,00 19,11

LAND USE TABLE - WILFORDON EXT.10

%AREASTANDNO. OFLAND USE

RESIDENTIAL 1

TOTAL 16,2452ha 100%

INSTITUTIONAL

MUNICIPAL

0,1945

0,0461 0,28

221

1

1

8,8599 54,54

1,20

236

PUBLIC STREETS 4,4509 27,40

PUBLIC OPEN SPACE 2,6935 16,5813

LAND USE TABLE - WILFORDON EXT.11

%AREASTANDNO. OFLAND USE

4RESIDENTIAL 3

PUBLIC OPEN SPACE

PUBLIC STREETS

12,2768

16,0801 56,2820,2161

42,97

0,75

RANDFONTEIN ROAD (R41)

0,33 HA0,43 HA

5,0 HA

5,20 ha

0,0602 ha

0,50 HA0,64 HA0,80 HA 0,68 HA

6,34 HA

5,20 ha

4,92 ha

17500 m GLA

2,75 HA

FAULTS

NEGLIGIBLERISK

LOW RISKPROPOSED TOWNSHIP

WILFORDON EXT 9

PROPOSED TOWNSHIPWILFORDON EXT 8

PROPOSED TOWNSHIPWILFORDON EXT.8 - 11

SITUATED ON A PORTION OF PORTION 37, PORTIONS 38,87, RE/120, A PORTION OF PORTION 297, A PORTION OF

OF PORTION 473 (a Portion of Portion 14) AND A PORTIONOF PORTION 281 (a Portion of Portion 43) OF THE FARM

ROODEPOORT 237 I.QCITY OF JOHANNESBURG METROPOLITAN MUNICIPALITY

COMPILATION PLAN OF WILFORDON EXT.8 - 11

LOW RISK

MODERATE TO HIGH RISKWILFORDON EXT.8

WILFORDON EXT.9

PROCLAIMED ROAD RESERVE FOR K198

NEGLIGIBLERISK

WILFORDON EXT.10

WILFORDON EXT.11

WILFORDON EXT.11

WILFORDON EXT.10

MINING RIGHTAPPLICATION