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compilation plan of wilfordon ext.8 - 11 · 2019-01-28 · 1102 1101 1100 1099 1098 1097 1096 1095...

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  • COMPILATION PLAN OF WILFORDON EXT.8 - 11 · 2019-01-28 · 1102 1101 1100 1099 1098 1097 1096 1095 1094 1093 1092 1091 1090 1089 1088 1087 1086 1085 1084 1083 1082 1081 1080 1079
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PTN 473 PTN 281 portion stream not surveyed pylon PTN 473 3 m s/w serv. 3 m s/w serv. STREET 16 m portion stream not surveyed 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 S R 0 7 B - S S R 0 7 - S / P 2 S R 0 6 A - N PR06 PR06-1 ZZ1_HW FW Outcrop SR08-P1 SR FW Outcrop 1 SR FW Outcrop 2 SR FW Outcrop 3 Concrete 3 M R 0 2 - S MR 0 2 - N S R 0 5 - N S R 0 5 - S / P 2 S R 0 6 A - S / P 2 S R 0 5 - P 1 MR 0 2 - P 1 S R 0 6 A - P 1 S R 0 6 - S S R 0 6 - N S R 0 7 C - N S R 0 7 C - P 1 S R 0 7 - N S R 0 7 A - E S R 0 7 - P 1 S R 0 7 A - W S R 0 9 - N S R 0 9 - S / P 2 S R 0 9 - P 1 S R 1 0 - N S R 1 0 - S / P 2 S R 1 0 - P 1 MR 0 3 - N MR 0 3 - S / P 2 MR 0 3 - P 1 MR 0 4 - N MR 0 4 - S / P 2 MR 0 4 - P 1 MR 0 5 - N MR 0 5 - S / P 2 MR 0 5 - P 1 MR 0 6 - N MR 0 6 - S / P 2 MR 0 6 - P 1 MR 0 7 - N MR 0 7 - S / P 2 MR 0 7 - P 1 MR 0 8 - N MR 0 8 - S / P 2 MR 0 8 - P 1 MR 0 7 A - S MR 0 7 A - N MR 0 7 B - S MR 0 7 B - N S R 0 1 - N S R 0 1 - S / P 2 S R 0 1 - P 1 S R 0 2 - N S R 0 2 - S / P 2 S R 0 2 - P 1 S R 0 3 - N S R 0 3 - S / P 2 S R 0 3 - P 1 S R 0 4 - N S R 0 4 - S / P 2 S R 0 4 - P 1 PR04-1 PR05 PR07 PR08 PR03 PR02 PR02-1 PR01 M R 0 1 - S M R 0 1 - N S R 0 8 - N S R 0 8 - S / P 2 S u r f a c e C r a c k S u r f a c e C r a c k S R 0 7 C - S / P 2 S R 0 7 B - 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 1699m 1700m 1715m 1715m 1691m 1691m 1691m 1672m 1672m 1672m 1690m 1690m 1690m 1711m 1711m 1711m 1711m 1686m 1686m 1686m 1687m 1687m 1687m 1688m 1688m 1688m 1671m 1671m 1671m 1697m 1697m 1673m 1673m 1714m 1714m 1714m 1682m 1682m 1682m 1666m 1666m 1667m 1667m 1710m 1696m 1696m 1696m 1696m 1697m 1697m 1697m 1697m 1709m 1709m 1709m 1709m 1674m 1674m 1674m 1669m 1669m 1669m 1670m 1670m 1670m 1666m 1666m 1666m 1669m 1669m 1670m 1670m 1670m 1667m 1667m 1667m 1713m 1713m 1678m 1678m 1678m 1679m 1679m 1679m 1675m 1675m 1675m 1693m 1693m 1693m 1719m 1719m 1683m 1683m 1683m 1702m 1702m 1716m 1716m 1695m 1695m 1695m 1716m 1678m 1680m 1680m 1680m 1684m 1684m 1684m 1685m 1685m 1685m 1704m 1704m 1704m 1704m 1704m 1705m 1705m 1705m 1705m 1705m 1698m 1698m 1698m 1698m 1698m 1699m 1699m 1699m 1699m 1700m 1700m 1700m 1700m 1692m 1692m 1692m 1689m 1689m 1689m 1715m 1715m 1676m 1676m 1676m 1717m 1701m 1701m 1701m 1701m 1712m 1712m 1712m 1712m 1665m 1665m 1665m 1694m 1717m 1668m 1668m 1668m 1677m 1677m 1677m 1714m 1717m 1709m 1677m 1695m 1695m 1666m 1702m 1702m 1702m 1708m 1708m 1708m 1708m 1708m 1705m 1718m 1718m 1676m 1713m 1713m 1713m 1715m 1715m 1717m 1717m 1693m 1714m 1714m 1672m 1672m 1672m 1671m 1671m 1671m 1668m 1668m 1668m 1675m 1673m 1673m 1673m 1710m 1710m 1710m 1710m 1706m 1706m 1706m 1706m 1706m 1681m 1681m 1681m 1674m 1674m 1665m 1665m 1703m 1703m 1703m 1703m 1703m 1694m 1694m 1694m 1707m 1707m 1707m 1707m 1707m 1685m 1676m 1664m 1692m 1663m 1668 1666 1668 1702 1702 1668 1664 1664 1670 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 1690 1692 1694 1696 1696 1696 1698 1698 1698 1698 1700 1700 1700 1704 1704 1682 1684 1686 1688 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) (PRS92/28/4Bp) portion stream not surveyed ends of PWV5 Road Plans 30m BUILDING LINE 20m BUILDING LINE PTN 22 NO.6 INCLINE SHAFT COLLAR - 120,15m DEPTH - 30,63m NO.8 INCLINE SHAFT COLLAR - 133,2m DEPTH - 273,4m NO.3 INCLINE SHAFT COLLAR - 105,4m DEPTH - 53,1m NO.7 INCLINE SHAFT COLLAR - 124,9m DEPTH - 179,1mbs NO.4 INCLINE SHAFT COLLAR - 108,1m DEPTH - 129,6m BUFFER AREA Transmission Servitude Servitude Area (5997/1996) pylon STREET 13 m STREET 13 m STREET 13 m STREET 13 m BUFFER ZONE STREET 13 m STREET 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 1A2F 1A 2A GEOTECHNICAL LEGEND 3L 1G AREA UNDERLAIN BY COLLAPSIBLE SOIL HORIZON, LESS THAN 750mm THICK AREA UNDERLAIN BY COLLAPSIBLE SOIL HORIZON, LESS THAN 750mm THICK, AND 10-50% ROCK OR HARDPAN PEDOCRETES WITHIN 1,5m OF SURFACE AREA 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 GEOLOGISTS REPORT No. : 0613 DATE: MARCH 2013 PTN 473 PUBLIC STREET % AREA STAND NO. OF LAND USE LAND USE TABLE - WILFORDON EXT.8 3 m s/w serv. 3 m s/w serv. BUFFER AREA BUFFER AREA 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 MATHOLESVILLE 0 100 200 300 400 500 X 2 895 500 A 6113/90 Stormwater serv SERVITUDE A 907/23 Serv. (PRS92/28/4Bp) (PRS92/28/4Bp) BASIC PLANNING FOR K198 (PRS 80/45/3Bp) portion stream not surveyed ends of PWV5 Road Plans 20m BUILDING LINE 20m BUILDING LINE PTN 22 PROPOSED TOWNSHIP WILFORDON EXT 9 PRINCESS SHAFT COLLAR - 81,7m Transmission Servitude pylon PTN 416 Y -84 500 Y -84 000 Y -84 000 Y -83 500 X 2 895 000 X 2 895 500 X 2 895 000 Y -84 500 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 3 F 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 t F 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 1060 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 1118 1117 1116 1115 1114 1113 1112 1111 1110 1109 1108 1107 1106 1105 1104 1103 1102 1101 1100 1099 1098 1097 1096 1095 1094 1093 1092 1091 1090 1089 1088 1087 1086 1085 1084 1083 1082 1081 1080 1079 1078 1077 1076 1075 1074 1073 1072 1071 1070 1069 1068 1067 1066 1065 1064 1063 1062 1061 limit proclaimed road SG A3038/1975 1059 1058 1057 1056 1055 1054 1053 1052 1051 1050 1049 1048 1047 1046 1045 1044 1043 1042 1041 1040 1039 1038 1037 1036 1035 1034 1033 1032 1031 1030 1029 1028 1027 1026 1025 1024 1023 1022 1021 1020 1019 1018 1017 1016 1015 1014 1013 1012 1011 1010 1009 1008 1007 1006 1005 1004 1003 1002 1001 1000 999 998 997 996 995 994 993 992 991 990 989 988 987 986 985 984 983 982 981 980 979 978 977 976 975 974 973 972 971 970 969 968 967 966 965 964 963 962 961 960 959 958 957 956 955 954 953 952 951 950 949 948 947 946 945 944 943 942 941 940 939 938 937 936 935 934 933 932 931 930 929 928 927 926 925 924 923 922 921 920 919 918 917 916 915 914 913 912 911 910 909 908 907 906 905 904 903 902 901 900 899 898 897 896 895 894 893 892 891 890 889 1129 1128 1127 P.O.S. 1126 1125 1124 P.O.S. 1123 1122 1121 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 7238/86 Sewer serv. 3m wide E.P.L. SERV. A 2524/27 A3275/78 SERV SERV. 5998/96 SERV. 5998/96 A 358/1923 Telephone cable serv. CORLETT\ GREAT WEST ROAD ROAD PROC. A3033/75 SHAKESPEAR CLOSE WEBSTER AVENUE SCOTT CRESCENT MARLOW CRESCENT WEBSTER AVENUE 13m G.A. VISSER CRESCENT PRINGLE STREET BELLOC STREET 13m CLOSE MILTON 1119 P.O.S. EXTENSION 51 GROBLERPARK EXTENSION 33 GROBLERPARK HOLDING 247 207 206 205 204 203 202 201 200 199 198 197 196 195 618 619 620 621 622 623 624 627 628 CORLETT\ GREAT WEST ROAD GROBLERPARK X 72 10.5 m STREET 10.5 m STREET BUSINESS 1 10.5 m STREET 10.5 m STREET 10.5 m STREET 1695 10.5 m STREET SEWER LINE SEWER LINE P.O.S 7475m² 13 m STREET PTN 463(OF 77) PTN 107 Extension 4 Agricultural Holdings Rem of Princess Penny Road PTN 107 centreline of Electric Power ERF 16 Transmission Servitude ERF 15 Wilfordon Ext 1 SERVITUDE SG A2524/1927 15,75m 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 Electric Power Transmission Serv PROC ROAD approx limit road servitude limit proclaimed road SG A3037/1975 Serv Area 6006/1996 Serv Area 6007/1996 BEND POINT GROBLERPARK S W A M P S W A M P IRIDIUM STREET 1:50 yr floodline by VIP CONSULTING ENGINEERS 1:100 yr floodline by VIP CONSULTING ENGINEERS Stream position determined by VIP CONSULTING ENGINEERS PROPOSED P W V 5 PROPOSED P W V 5 EXTENSION 71 SERV. SG 6005/1996 SG 6004/1996 SERVITUDE SG A11/1936 A3276/1978 centreline of Electric Power Transmission Servitude SG 6000/1996 A3279/1978 A3279/1978 Serv of ROW 15.74m Servitude Area SG A907/1923 (23,30m wide) SERVITUDE SG A2524/1927 (15,75m wide) ROAD FOR PROC. DIAGRAM SG A3038/1975 SURVEYS OF 1975 STATUS OF PROCLAMATION UNKNOWN WETLAND WETLAND HIGH DENSITY PUBLIC OPEN SPACE HIGH DENSITY SERVITUDE SG A2524/1927 15,75m wide SERVITUDE SG A2524/1927 1,5431ha HIGH DENSITY 2,30 ha 6,89 ha 2 9 7 CHURCH 3 HIGH DENSITY 1,5437ha 2 STREET 13 m STREET 16 m POND OVERFLOW P O S BUFFER ZONE BUFFER ZONE STREET 16 m PROPOSED ACCESS STREET 20 m 3 m S/W SERV 3 m s/w serv. 3 m s/w serv. 3 m s/w serv. 3 m S/W SERV SERVITUDE AREA 479,29 m² OF TOWNSHIP AREA NOT PART OF TOWNSHIP AREA NOT PART PUBLIC OPEN SPACE WETLAND 306 318 2 3 4 1 5 6 7 8 PROPOSED ACCESS PROPOSED ACCESS STREET 16 m STREET 16 m R 20 m R 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 X Y Z A1 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 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 CHURCH STREET 13 m STREET 13 m STREET 13 m STREET 13 m STREET 13 m STREET 13 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 2 1 3 4 ROW SERVITUDE VIDE DIAGRAM 1594/2017 EDUCATIONAL 1 5,20 ha P O S P 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 FLOODWATER IT IS CERTIFIED HEREBY THAT THE PROJECT AREA IS AFFECTED BY FLOODWATERS AS PER SPECIFICATIONS LAID DOWN BY SECTION 144 OF THE NATIONAL WATER ACT, 1998 (ACT 36 OF 1998) TOTAL 100% PUBLIC STREET % AREA STAND NO. OF LAND USE LAND USE TABLE - WILFORDON EXT.9 3 2 SPECIAL - FILLING STATION 1 FIGURE 1 - 4, J - M, 4 REPRESENTS A PORTION OF ROAD (HATCHED AREA) TO PROVIDE ACCESS TO PORTION 22, TO BE CANCELLED UPON CONSTRUCTION OF NEW ACCESS ROAD AS INDICATED IN TOWNSHIP 1 2 3 4 STREET 16 m 1 Filling Station MOTOR CITY STREET 20m SPECIAL SPECIAL SPECIAL SPECIAL EDUCATIONAL SPORT FIELDS MUNICIPAL SPECIAL 1,78 HA P O S STOP 0,7 HA SPECIAL - FITMENT CENTRE 1 SERVITUDE DIAGRAM S.G 59/2018 (36m WIDE) S.G 59/2018 (36m WIDE) SERVITUDE DIAGRAM S.G 57/2018 (36m WIDE) SERVITUDE DIAGRAM S.G 57/2018 (36m WIDE) SERVITUDE DIAGRAM 57/2018 (36m WIDE) 85,25 m 8,43 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 & ENVIRONMENTAL CONSULTANTS HAS CONDUCTED A RISK ASSESSMENT FOR THE SITE BASED ON THE REPORT FROM BANZI GEOTECHNICS; IT IS FURTHER CONFIRMED THAT FINDINGS OF THE STUDY IS CORRECTLY INDICATED ON THE PLAN AND THAT THE PROPOSED LAND USES ARE IN COMPLIANCE WITH THE STUDY / FINDINGS. ...................................... ........................................ NAME OF ENGINEER SIGNATURE ...................................... ....................................... PR.ING. DATE Concrete 2 S R 0 7 B - S S R 0 7 - S / P 2 S R 0 6 A - N PR06 PR06-1 ZZ1_HW FW Outcrop SR08-P1 SR FW Outcrop 1 SR FW Outcrop 2 SR FW Outcrop 3 Concrete 3 M R 0 2 - S M R 0 2 - N S R 0 5 - N S R 0 5 - S / P 2 S R 0 6 A - S / P 2 S R 0 5 - P 1 M R 0 2 - P 1 S R 0 6 A - P 1 S R 0 6 - S S R 0 6 - N S R 0 7 C - N S R 0 7 C - P 1 S R 0 7 - N S R 0 7 A - E S R 0 7 - P 1 S R 0 7 A - W S R 0 9 - N S R 0 9 - S / P 2 S R 0 9 - P 1 S R 1 0 - N S R 1 0 - S / P 2 S R 1 0 - P 1 M R 0 3 - N M R 0 3 - S / P 2 M R 0 3 - P 1 M R 0 4 - N M R 0 4 - S / P 2 M R 0 4 - P 1 M R 0 5 - N M R 0 5 - S / P 2 M R 0 5 - P 1 M R 0 6 - N M R 0 6 - S / P 2 M R 0 6 - P 1 M R 0 7 - N M R 0 7 - S / P 2 M R 0 7 - P 1 M R 0 8 - N M R 0 8 - S / P 2 M R 0 8 - P 1 M R 0 7 A - S M R 0 7 A - N M R 0 7 B - S M R 0 7 B - N S R 0 1 - N S R 0 1 - S / P 2 S R 0 1 - P 1 S R 0 2 - N S R 0 2 - S / P 2 S R 0 2 - P 1 S R 0 3 - N S R 0 3 - S / P 2 S R 0 3 - P 1 S R 0 4 - N S R 0 4 - S / P 2 S R 0 4 - P 1 PR04-1 PR05 PR07 PR08 PR03 PR02 PR02-1 PR01 M R 0 1 - S M R 0 1 - N S R 0 8 - N S R 0 8 - S / P 2 S u r f a c e C r a c k S u r f a c e C r a c k S R 0 7 C - S / P 2 S R 0 7 B - N NO DEVELPMENT MEDIUM RISK LOW RISK LOW RISK MEDIUM RISK NO DEVELPMENT RC02 RC01 MEDIUM RISK NO DEVELOPMENT MODERATE 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) SERVITUDE DIAGRAM 57/2018 (36m WIDE) 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 3,38 2,7458 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 % AREA STAND NO. OF LAND 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 16,58 13 LAND USE TABLE - WILFORDON EXT.11 % AREA STAND NO. OF LAND USE 4 RESIDENTIAL 3 PUBLIC OPEN SPACE PUBLIC STREETS 12,2768 16,0801 56,28 2 0,2161 42,97 0,75 RANDFONTEIN ROAD (R41) 0,33 HA 0,43 HA 5,0 HA 5,20 ha 0,0602 ha 0,50 HA 0,64 HA 0,80 HA 0,68 HA 6,34 HA 5,20 ha 4,92 ha 17500 m GLA 2,75 HA FAULTS NEGLIGIBLE RISK LOW RISK PROPOSED TOWNSHIP WILFORDON EXT 9 PROPOSED TOWNSHIP WILFORDON EXT 8 PROPOSED TOWNSHIP WILFORDON EXT.8 - 11 SITUATED ON A PORTION OF PORTION 37, PORTIONS 38, 87, RE/120, A PORTION OF PORTION 297, A PORTION O OF PORTION 473 (a Portion of Portion 14) AND A PORTIO OF PORTION 281 (a Portion of Portion 43) OF THE FARM ROODEPOORT 237 I.Q CITY OF JOHANNESBURG METROPOLITAN MUNICIPALIT COMPILATION PLAN OF WILFORDON EXT.8 - 11 LOW RISK MODERATE TO HIGH RISK WILFORDON EXT.8 WILFORDON EXT.9 PROCLAIMED ROAD RESERVE FOR K198 NEGLIGIBLE RISK WILFORDON EXT.10 WILFORDON EXT.11 WILFORDON EXT.11 WILFORDON EXT.10 MINING RIGHT APPLICATION

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Page 1: COMPILATION PLAN OF WILFORDON EXT.8 - 11 · 2019-01-28 · 1102 1101 1100 1099 1098 1097 1096 1095 1094 1093 1092 1091 1090 1089 1088 1087 1086 1085 1084 1083 1082 1081 1080 1079

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

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1699m1700m

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66

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7m

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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

AutoCAD SHX Text
253 of
AutoCAD SHX Text
Princess Agric Holdings
AutoCAD SHX Text
(SG A6031/1975)
AutoCAD SHX Text
(Clarke 1880)
AutoCAD SHX Text
(SG A6031/1975)
AutoCAD SHX Text
Line Servitude 15.00m wide
AutoCAD SHX Text
Centre Line of Water Pipe
AutoCAD SHX Text
Centre Line of Servitude for
AutoCAD SHX Text
Electric Power Transmission
AutoCAD SHX Text
SERVITUDE AREA
AutoCAD SHX Text
253 of
AutoCAD SHX Text
Princess Agric Holdings
AutoCAD SHX Text
252 of
AutoCAD SHX Text
Princess Agric Holdings
AutoCAD SHX Text
centre line pipeline
AutoCAD SHX Text
serv. 3.78m wide (A552/1923)
NonkuluN
Annexure 6
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